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Home My WebLink AboutProduct Approvals, Mullions Florida Building Code Online Page 1 of 2 r e •.m ;� �i- � r nr ��11 ■• n r ,y / ti j�r 1 s t � BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map Links Search ba � product Approval d 4USER:Public User ` Product Approval Menu>Product or Application Search Mby FL# Application Type Code Version Application Status DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Driv North Venice,FL 50 Ext �I druark@pgtindusti'escomlS RECEIVED j Authorized Signature ]ens Rosowski ,IAN 0 8 �020 irosowski@pgtindustries.com ST. Lucie County, Permitting Technical Representative ]ens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative de Address/Phone/Email ,es(��® Category ]CeDrtificaark n W 0 Bl fY 41 U �� Subcategory CODE C� PLINAW C Compliance Method ting S 9 ® L U CI E COUNTY Certification Agency Miami-Dade BCCO-CER B o c c Validated By Miami-Dade BCCO-VAL I Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A � Date Submitted 11/15/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/09/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 1/7/2020 Florida Building Code Online Page 2I of'2 — I Summary of Products _ FL# IModel,Number or Name Description 261.1 IMullions for All Doors and Windows Aluminum Mullions 1 Limits of Use Certification Agency Certificate Approved for use i VHZ:Yes FL261 R11 C CAG-17e 1. df Approved for use outs) HZ:Yes tty Assura ce Contract iration Date I� Impact Resistant:Yes 05/26/2021 Design Pressure:N/A Installation Instructions { Other:Please see Miami-Dade County Notice of Acceptance( A)for FL261 R11 II 17063001.odf II product performance information,and mullion clip anchorage etails. Verified By:Miami-Dade BCCO- R Created by Independent arty: Evaluatio Created by Independent Third Party: i I� Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this,entity.Instead,contact the office-by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may beused for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.'To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: i SecurityMetrics Credit Card Safe it it il. I� i I 1, I I I• 'I I i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbI... 1/7/21'020 MIAMI-D1ADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315,2599 . NOTICE OF ACCEPTANCE (NOA) www.miamidade.Loy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This productis ove as 'bed herein, and has been designed to comply.with the Florida Building Code,includi e High Velocity icane Zone. DESCRIPTI N: Series"PGT"Clip ed Extruded AIuminum Tube Mullion—L.M.T. APPROVAL OCUMENT: Dr a ' g No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 throug , prepared by manufacturer, dated 08/29/11, with revision; C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or"its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. j The submitted documentation was reviewed by Jorge M.Plasegeia,P.E. NOA No.a2021 MIAMI•DADE COUNTY t f / Expiration Date: MApproval Date: Novemb ; PGT Industries,Inc. � NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWING S 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2_ Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. r B. TESTS jl 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to YBU-51 Edition (2014) and FBC-61' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion L.M.T., approved on 1i 04/14/16 and expiring on 05/26/21. SII IIS Jorge M.Plasencia,P.R. duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,201,7. E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: �n NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIOUE AND SHOULD BE b� T EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES............... 1 LL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.................._�....1 O ELEVATIONS..._.......................__.1 m FIGURE I: MULL TO 2X WOOD....._._..._.... MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS eS O MULL TO TI 8 NOTES MASONRY........2 MULLIONS / --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES....._.----._..2 Eel SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY............__....3 11'1 A•D,G,H; SHAPE MULL TO STEEL STUD......_W....3 -0 V SHEETS 2 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_............_......._.._.3 �8 DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNa7ATE CLIPS._..........._4 O to rc I I jam\` BAY MULL INSTALLATION_...-._....4 � Z _ W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. o! - 1 X2X.125 MULL SPECS..._......__5 4PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1%2 X.975 MULL SPECs..._.._..._6 w J Tp ) 1X2.75 X.376 MULL SPECS 7 rc � Cn INSTRUCTIONS. 1x2.75 X,86 MULL SPECS............e 1 1 X 3.125 X.500 MULL SPECS._..._9 Sr Z '� F_ sEEVETaLs5)USETHECOMBINEDWIDTHORHEIGHTOFONLYTWOADJACENTFENESTRATIONPRODUCTSToDETERMINEPRESSURESAND 1X4X.126MULL SPECS,..___.._10 9 m O o sHEETS 20; i I I _ 1 SEE DETAILS- ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET MD SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4X.375 TUBE MULLSPEGS....11 F- rD W 1X4 X.375-T•MULL SPECS..._...11 F- Q (� A THRu G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.25 X 3.188X 265 MULL SPECS-12 > Z 1III - r SHEET52-0 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 125 X 3.25 X.100 MULL SPECS.-.13 v ni Jo Q ` I / III / I' / OPENING125 X 325 X.624 MULL SPECS__14 z Z Wz U VERY.MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S), zx5a 3.94 X 25 X.62MULSPECS SPECS.15 � � �� 0 LENGTH HORRONTPL EO 2 X 6 X.25 MULL SPECS_...:_.._...17 9— LL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST cn a �Z SEEDETAILE, 128X 211XYM LL SPErMULLSPCS_.16 m � n SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT � iLU 7i r AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 90•X 325 BAY MULL SPECS....._..19 o F 45'X 3.25 BAY MULL SPECS 20 REACTIONS. MULLION&CUP DIMENSIONS.._..21-23 Z 2. O Z EXAMPLES 1&2.............._.......__.24 a F_ Z SO mo FENESTRATION 8)REFERENCE:TEST REPORTS:F7L-8443;ELCO ULTRACON/AGGRE•GATOR NOA•S LOADING EXAMPLES._..-.........__..25 a L7 � o U PRODUCTS MAY r BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ® Of LU U MUST MANUFACTURED CODE,AND A.RE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH / I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. c=7 Q 9 Q O O BYPGT. 10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ. D_E Z w 0"U w In a `�S /SEE DETAILS U y �y7J� HORIZONTAL A-D,G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEET524 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NCA. PRODUyCyT REVISED LENGTH HCRRANTAL BufldinglCodoWlth the Florida MULL INSTRUCTIONS: NCA-No. LENGTH 17.0630.01 ADDITIONAL PLES OF MULL CONFl TIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD. - -- - Expimtion Data 05/2612021 ---- By —i LENGTH HOPEMNG WIDTH r--HORM MULL LENGTH—{ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. - M12MI da Produet Contra] �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR"TRIANGULARlTRAPEZOIDAL'. r OP NO 4)FIND THE CHOSEN MULUON'S MULLION CAPACITY(LBS/FP)FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING H°G THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(OFFENDING IF THE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MUD. p �, HO vErrr. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN HBGHT �, LE6�GrN P uLL d �TM STEP 1). LL II` 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH 6 FROM THE AND CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��` NY LYN/y /7'7 SINGLE MULLION SINGLE MULLION FOR VERTICAL n11ILL ) •h1 OPENING WIDTH ANCHOR!SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPL SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR Y) '�cENSF•.11� FOR VER7ICALMULLL CAPACITY IS MET. Q ' � SEE CORRESPONDING D S MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBS/FP1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE _*: No.58705 *� FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =_ CODES/STANDARDS USED: VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATE �- 11 I•2017FLORIDABUILD{NG CODE(FEC),6TH EDITION + AT O+�'•�•2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �� - �7� •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBS/FP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIREMULLED FENESTRATION ��(C`ss,!'Y ORIOP.•NG,\?� -ALUMINUM DESIGN MANUAL ADM-2015 PRODUCT ASSEMBLY. - •AISI S100-12 A.LYI(1 OMIL7l1B�`E. •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. FL P.E.#58705 r .I �1�n m 3� ab DETAIL A: DETAIL B: MULUON ° MULLION TO 2X WOOD BUCK MULLI°" MULLION ATTACHED 1X BUCKSTR P TYP.ANCHOR Y OR WOOD FRAMING WOOD SUCK AND SONRY ATTACHHMENT SEE SEE AND TABLES 1B-13B 6 (OFFSET CLIP SHOWN) (STANDARD CLI SHOWN) vo--S, N E NOTE 1. MULLION I HEET i. .; `., 1 .... (t) Ncli W U I i q,q I .. +•..••• > Z W SEESHEETS a njq I MIN 2.7 KSI -• +: EDGE - W 0 = _—_- EITHER THE 1 1 I I 21-23 FOR HOLE d I I I CONCRETE OR CMU'•'i •• I DISTANCE, I�j1 1 U T LOCATIONSSEE SEE TABLES (!1 STANDARD OR o EDGE o q q I q EDGE DISTANCE 1B-13B IAOFFSET g 3 = CLIP MAY BE I DISTANCE I FORMASONRY W Q INSTALLFD 8Y I I FOR WOOD/ I ANCHORS FE MLI, co THIS METHOD, d ' SCREWS q<d I I SIDE VIEW Z) Z M W .280'MAX FOR f- C) (� y ALL MULLION3 <. Z d q HERTHE U c STEITANDARD OR e Z U Z m 2 q ° q OFFSET MALL = GU .d CLIP MAY 6E W ()'S .� >O INSTALLE08Y U N . EXTERIOR THIs METIIDD. � J z dEDGE Q z DISTANCEO Q . �p\\' FOR qd F z Z N MASONRY Q q TILE OFFSET CLIP IS ANCHORS a F ~b d0 UO RECOMMENCED FOR cn EXTERIOR A° FIN-FRAMED WINDOWS,BUT NIAY o W Q Y Y ALSO BE USED FOR 4 IY F OTHER FRAME TYPES. U Z Q O O a° Z 90TYR o TYP.ANCHOR 'ANCHORTYP.ANCHOR PERSUBSTRATE, ERSUBSTRATE, PER SUBSTRATE, SEE TABLES 18.168 TABLES 113-13B sEE TABLES IB•108 �E. .11. PRODUCT REVISED DISTANCE BUCKSTRIP as eomptying with the Florida T7--- SEE TABLPS AND Building Coda EMBEDMENT 13UCKSTFUP 1B•138 T ' BTYOTHERS,ACHMENT HOA-Ho. 17.0630.01 AND _ EM EDMENi' SEE NOTE I, -- - EEExplration Bate 0512612021 ---- ---I - - ATTACHMENT SHEETI. ' y BY OTHERS, .. -..- BY SEE NOTE I, Mlaml a ro uct Control SHEET I. "' •' MN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW I INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 N 1 L I I I I III j i 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `��pN•......N,y��,� i ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE '� -•OCENSF'•.C(�i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • '•,� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. _�, No.58705 *:_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,Hf7CHFAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. O�•., STATEEOIL OR 5)FORt� '•LV�` LCO ULTRACON OR ELCO It4 APPLICATIONSS S.AGGREGATORMASONRY ANCHORS. UNTY,USE ONLY MI•DADE COUNTY APPROVED E A.LYf�tJ IIJIILILER,P.E. j FL P.E.#58705 DETAIL E: � MULLION TO MULLION DETAIL C: ~ .tzsNnN. INTERSECTION NOTES: o� 7 S MULLION DIRECTLY ATTACHED TOU-CLIP j MASONRY STRUCTURE MULLION ( ) 1)MAY BE INSTALLED IN'TEE OR'CROSS- o (STANDARD CUP SHOWN) INTERSECTIONS. n�A VARIES 2)MAY BE INSTALLED HORIZONTALLY 1 (SHOWN)OR VERTICALLY. U) I TYP.ANCHOR o s 0EITHER THE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 }} OFFSET MULL I TABLES IS-1313 TOP VIEW FOR CORRESPONDING MULLION. °yu Z ym 3 W OFFSET MULL _CLIP MAY BE I I EDGE DISTANCE MUWON _—__ O __ _ - _ INSTALLED BY II I', n POR MASONRY W -I V) _ THIS METHOD I I I ANCHORS VARIESJ i�-i I - I #12STEELSCREWS, I II'I SELF-DRILLING OR PRE-DRIL W m = 1 \\�MUWONANOUSE IMI 0 111 p0 H- lDcn m O U) If MULLION F- Z 0 EXTERIOR THE OFFSET CLO O ZQ GED CE �IS Z z V Z m = RECOMMENDED FOR / \ g ELS RM ASHORS FIN-FRAMED INTERSECTION w _ �'q :10 CONRY WINDOWS,BUTMAY i ALSO BE USED FOR �� ~& '2z g OTHER FRAME TYPES. EXTERIOR Q Z n TYP.ANCH ° 2 Z z ¢ N 0 PER SUBSTRA .Q ' Q O z �SEE TABIES iB-1 TYP.ANCHOR SEE SHEETS 21-23 FOR D. CO f--0 tl O A. BUCKSTRIP PERSUBSTMTE, HOLE LOCATIONS ^ � gm � b° AND SEE TABLES I5-13B H W J32 FRONT VIEW EDGE DISTANCE ATTACHMENT © F- (n CQ BY OTHERS, _ SEE TABLES I.. U Z Q �j EM9 Ir'ENT•. SEE NOTE I, r� 18-138 V, Q — Z SHEET 1. CL .. �' EDGE m 0 QO . ...-.• I DISTANCE SEETABLES SIDE VIEW cOi s N �� MIN 27 KSI CONCRETE OR CMU MN 2.7 KSI CONCRETE OR CMU 113.138 K o 16 o� FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as co3npl in8 with the Florida STEEL STUD Building Code (STANDARD CLIP SHOWN) NOA-No. 17.0630.01 eFOR Expiration Date 0512612021UCTURETYP.ANCHOR INSTALLATION NOTES: By1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, ® ramrn-D a Protluet Control SEE TABLES I B-13B2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEESHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A-O,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. LOCATIONS` MULLION3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. SEETABE ,\"(j0 LYNN'STEELSNWTHINNER THAN SEE TABLES ;�FRONTVIEW AND COMPLIANT W IH THE FL BUILDING 838 �:,.•0CSF••,. E,A2XWCOD BACKER MUST USED. ATTACHMENT BY OTHERS. _ No,58705 -•.'p ! EXTERIOR USE WOODANCHORSPECS SIDE VIEW - I NOTES: - 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD O T f !V F ` ANCHOR VALUES MAY BE USED. a A� F iCcS, '.ZORIDP .."zzz 2 SEE CORRESPONDING MULLION TABLES, '�i/SZ N �� SHEETS 5-20,FOR QUANTITY OF SCREWS. A.rN i ^� r'P • FL P�EI. 58705 ) 1 DETAIL F: DETAIL G: d � $ DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) g� o SFE DETAILS A-D, 02 SHEETS 2 ANO 3 FOR INSTALLATION 30'OR 46' TO SPECIFIC SUBSTRATES. BAY MULL 04 MULLION 11 5 U O O W_ O OO = _ O O EA O O (D� - O O TOP VIEW 2 2 cr SIDE VIEW im U o (n SHOWN WITH rx4'Xa2s. TOP VIEW wmuj ' MULLION j I I I- Z 0 I I I TYP.ANCHOR O Z .EXTERIOR i I i PER SUBSTRATE, m Q I I SEETABLES 15B OR 168 Z U g = 100 STANDARD MULLION CLIP b. I PER SUBSTRATE,CHOR I I EXTERIOR � ~ rcZ MODIFIED TO FR FIELD SEE TABLE9IB-74B a Z c CONDITIONS. I � 2•X6'ANGLECUP, F Z Q O1 •I i I I 2 PER MULLION END,MUST BE Q Z.N I 1 I INSTALLED INSIDE OF BAY MULL. m MULLION I I m U N �i O p10 II ll!! J o O 8 Ki.-Q `L Y Q; I I 7"X 5'X.,75• FL to U 07 2 PER M�ULIUON END, Q Z 4 O O I MUST BE INSTALLED a Z 1 I INSIDEOFMULL - > m� d> te- Typ bCHOR - PRODUCT REVISED PER SAUBSTRATE, a9 oomplying With the Florida SEE TABLES 1B-138 BBlldin9 Code . STYE W00� N OA-No. ' INTO WOOD,STEEL, STANDARD GLIP 708E EXTERIOR -OR MASONRY EE-Plrotion Date OS/26/2021XTERIOR _-' ,ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR Product Con tra ' OF EDT'EOp1I1C1� -l"O .-. � Dm' INTO WOOD.STEEL, ® I ® ALUM,CMV OR MASONRY 1 H 6 ® EDGE® O - DISTANCE PER Z ANCHOR Vi II11 EDGE _ _ �---�- T"�9 W PE AN HOR ' I NOTES FOR INSTALLATION OPTION G&H'. �. �� flNY LYN11/ O o CCEN3E' �1�''i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST 8E INSERTED INSIDE OF MULLION. L5 NOTES FOR INSTALLATION OPTIONS F. Q.:• ;�� 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE '( NO.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26;X 2,11'X.125•MULLION. LOCATIONS. 2)SEE TABLES 18-139 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 3 THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. 0 %0.(,'•. ATE A r •�,� x SFS•'•F�ORIOP,.-'�[�` I L- NG``� Q_ A.L'GWMiRDILL�A,P.E. I O FL P.E.#58705 i 4 TABLE 1A " Mullion CapacIty Table 0bsIft5 �•1 e Opening Width(for veAica*spamirg mug(ors)or Opening Height(forhotizorde6y-spaming muhims) w w SD In fi0 in 701n BD in 80 in Ion In 1201. 140. 160 in ? p R-'mgular TmpRtleng. Remnil.kr Trapridan9. RectengWer Tmprrdsrg. Rectangular TmpRdsns Rectargder TmplTdwg. Recrangulsr Tmp/rdaig. Rectangular TrapRdang. Rcdangular Trep/TdanA. ReetanAviaz TrsPfm ru 112X.125 LOadng L.eding Loafing Lnadn9 L_5n9 Laadrg L..dbg Loading Loadng Loadng Loading Loadng Lowing Lasing Loafing Waring Wedng Loafing 004 u Alum.Tube ' %.- Mullion g, 8� ' � 8 € 9 �. 1 �� R 1 a @ S A €. � �� ge s e2 €g �• °_� aP w �ff �� s� �d a' �c � � �d a� e,3 �� e �� aPa� � x�� ie �rc f� Li Z ¢ -- O LU 421n [14 405 129.5 332 93.2 406 115.5 325 79.9 4C8 107.8 321 69.9 408 104.4 '318 621 40a 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104. 319 35.0 408 104. 319 w J ` J SB in 312 83.8 258 626 372 TJ.4 252 53.5 312 87.0 248 46.8 312 832 246 41.6 312 61.3 244 37.6 312 61.0 z44 JL2 312 61.0 244 �.8 312 61.0 244 23.4 312 fit.0 244 r1J W 50.625 h1 281 70.8 234 53.2 261 61.5 228 45.6 261 55.7 224 '39.9 281 52.1 222 35.5 201 50.1 220 31.9 281 433 219 26A 281 49.3 219 22.8 281 49.3 219 20.1) 281 49.3 219 W no o F- 64 In - 641n 247 57.5 201 43.9 247 49.8 202 37.6 Z47 44.8 199 329 247 41.5 1115 29.2 247 39,5 194 26.3 247 38,4 193 21.0 247 31LI 193 18.8 247 38.1 '1113 16.4 247 36.1 193 m O to Cl) W u60 In 200 41.2 170 32.0 20D 35.4 168 27.4 200 31.5 163 24:0 20D 26.9 160 21.3 200 2/.1 159 19.2 200 25.9 157 16.0 200 MO 159 ¢ F- m 0 671n 181 35.3 155 27.5 lei 30.3 152 23.7 1B1 2e.9 148 20.7 161 24.5 146 16.4 181 72.8 144 18.8 lei 21.T 143 Z 2 Z 0PL m Y 86In . 1e5 30.6 142 24.0 ifi5 261 139 20,8 165 27.1 138 18.0 165 21.0 134 _ 72 in 222 139 23.3 120 18.5 139 195. 119 15.9 139 17.5 116 a- yy '°� W LL, 2 b 78 In 18.9 125 19.7 109 IV 125 18.8 101 m Q J 73 In 17,5 118 18.2 101 Z ? Q N TABLE 1B ANCHOR CAPAC ITY ADJUSTMENT FORMULA: Cq to Anahot Ca oat Table lbs ANCHORCAP.,o,,,,,n- D. U) ty 8 qo qo BubsbBM 2.71,Cmrele 351,Cone. Hogan CMU Filled CMU PT Wood Metal (DP)X( )=ANCHORCAP.m m c- 5116'Ell' 114-S9 Elbo 5178'Elco 114•Ss Eka 010 Steel 012 She] #128 eel MULLION CAP.�,,,,,,e W Anchor Clip Patterns Anchor Type, 3116•Etc Ultracon I-Ela.Uh-. Ulvacon 7116'Elco Ultracsn tea•El..UAmwn AN.Galcr fatrman A (G5)s-(C6) Sa (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR ® N U) Ogn:Gatar BOrew Edge Dfstance C). 1' 2.712" 1" 2-112' 3-718" 1' 2-1)1" 1' 2-12" 2• 3-0/8• 21 0.45^ a54• O.a24' CAPACITY REQUIRED"CORRESPONDING TO AN U X Q p O Embedment pnl: 1�!'Id' 1-3/4• 1-314- I've 1-114" 7.7/4" 1-114" t•114^ 1-i/4" i-t/P 2^ la/a• tae° jades ACTUAL PRESSURE REQUIREMENT FOR THE Q 2 Ant"9 4.75"M In.D.C./9t ndmT1 Or OBsat Clip(Fs.1): 3901. 390 ms 450 D. 890 ms 1644 ms 270 1b. 250 M. 354 ms 7401. 374 In fie41b. 9481. 341 ms 4421. 560 Ou OPEN ING,WHEN IT IS LOWER THAN THE MULLION ❑. z m Q S.Q 4AreMm@1.iS Min.O.G l Swidatd(arOBsep Clip O'g.2): 480 i. 7002. N/A WA N/A NIA 3EO lbs WA N/A N!A WA WA 6112 ms 885IE 1120 ms CAPACITY THE TABLE)OF THE SELECTED e,0 �.E �m0 4Ana.re®TMn.O.C./R)245 Anglo Clips/(Fig.3k 789 lb. 760 n>7 680 ms 15601. 19M m. 5401. 5000 ms WA 760 m. 745 ms 680 I. 1892 ms 6821. B85 ms 11209s MULLION.R WILL YIELD A MINIMUM ANCHOR O g 2 Moaore®0.45•Min.O.C.I ULllp;Inw.125'Alam.(Fl0.4k WA WA WA WA WA WA NIA WA N/A WA NIA WA WA NIA 71510. CAPACITY WHICH MAY BE USED TO QUALIFY rs d 1 MC50f/F-0lip(Flp.5k 19s ms 1951. 225 ms 445 I. 872 ms 135 ms too lb. 1771. 3701. 1071. 332Ib. 473 ms 170 ms at 3b. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Anchars 1.15•Mm.O.Cl F-Gip(Fl0.BL 2401bs 750 ms WA WA WA WA 190 ms WA NIA NIA WA WA 371 ms 4421ba 580 ms ANCHOR CAPACITY TABLE ns complying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NIDA-ng Code NOA-Na. 17-0630.01 - - Expiration Date 05/26/2021-- By MDimi-o�db Product Control FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•-� 1.000' f-•- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.F I I 1 1 1 ANGLE CLIP MUST BE USED IN PAIRS. .125' `��. ..LY )i)/ 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILL. � '� LtCENdp-��( CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED r `��,•'• F -•.,(� FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.125' ® THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125'MULUON *;/• No.58705 oll LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = :/g'7 ®11 THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. Of STATE F •'(V�` �i CCs'••"tokLDAIV ,.•'' G A.LYS NN IN111111 ,P.E. FL P.E.#58705 TABLE 2A ® � Mullion Capacity Table slfe 7: Y Opening Width(for trd7mfly.spandng mullions)or Opening Height(for hDdzorita9y4pann4ng mullions) a so in s0 in 70 in 80 In 00 In 100 in 1201. 140 in 1601n , o o ReNan9ular irapTrfatg. Reeten9ular Tmp7irtara. ReMan9+lar TrapRxarg. Rectangular TrepRdang. Rectangular TrepMang. Retiar®ular Tmp7rlarg Reetengeler TmpTrg. daReataligWar TraprTriang. Rectangular TaplOVang. 1 s 2 x.376 Leading Loadtn0 Loading L.Wing Loading LoadI'd Lw Ing Loading L"dirp Ladding Lvadin9 t.aadln9 I.-I 9 Lvadir® Lvadir® Lvadfn9 Lvedir9 Leading c2" Alum.Tube . ,� F ;„ r �•^ r r z r z F x .;• �• F r a >, r r z r r x F p z r ;•^ a r It Mullion s. �s g s� a $s �. ° a� $ Z� S �. 04a= a ap a 8 �� :r j '42 in 1780 827 170.0 435, 151.3 M 170.0 478 129.7 ISM 1700 we[38.9 852 169.5 518 Me 682 168.9 517 90.8 fits 168.9 517 76.7 662 160.9 517 84.9 662 1680 517 66.7 BB2 168.9 517 � W O _ 48 in 121.3SDI 136.0 419 101.4 507 119.2 410 86.9 WT 1097 403 507 1026 399 67.6 507 99.6 397 60.8 5D7 99.0 396 60.7 507 99.0 396 4&4 507 99.0 We 38.0 507 MD 396 J z co 50.625 in 703.7 455 114.8 378 864 466 09.9 377 74.1 456 90.5 364 456 81.6 360 57,8 456 81.3 367 51.8 456 80.0 358 432 456 80.0 356 37.0 458 80.0 9� 32.4 456 80.0 356 = o' 2 Tin 65.4 -0W 03.3 336 712 400 Bag 328 81.0 400 727 372 400 87,3 318 47.5 400 84.0 315 427 40(1 613 314 3Sfi 400 61-8 313 385 400 61.0 313 28.7 400 81.8 313 � m O � I 6 W ILU n 823 324 68.9 278 51.9 324 57.5 270 446 324 61.2 264 324 469 260 346 324 43.9 257 31.1 324 420 2S5 2110 324 40.5 253 222 324 40.5 253 19.5 3Z4 40.5 253 -{ F a63 t1 53.8 294 67.4 252 44.B 294 49.2 246 38A 294 43.6 241 294 39.8 237 289 294 37.1 234 28.9 294 352 232 224 294 33.5 230 19.2 294 33.4 230 16.0 294 334 230 Q 6fi b 468 260 49.fi 230 39.0 268 424 2254 268 37.5 221 289 341 218 20.0 268 31.6 215 23rd 268 29.8 212 19.5 268 260 210 767 268 27.7 209 14.6 268 27.7 209 Z Z Z m 72m 3110 225 37.9 198 30.0 275 32.2 181 25.7 225 264 188 22.5 225 25,6 185 20.0 2Z5 235 182 18.0 225 221 180 15.0 225 20.3 177 128 225 19.6 176 11.3 225 19.6 176 w Lp F A. ISSV 76 in 30.8 202 320 177 2S5 212 27.2 173 27.9 202 23.8 170 19.2 202 21.5 167 t79 202 19.7 165 76.3 20Z 184 763 128 202 18.7 180 10.9 202 1Sa 158 S6 202 15.8 158 '1� i .- J Cn° Z 7e in 28.3 162 28.8 108 236 792 25.1 165 20.2 192 22.0 162 17.7 182 187 159 15.T 192 18.1 157 74.2 182 iflB 155 71.8 192 15.2 762 10.1 192 14.4 150 8.11 182 14.2 150 - N Q J n J 80 h 185 144 19.0 128 15.4 144 16.1 126 5 Q 96 in 1S2 127 16.6 113 ID to 8Z m0 g0 TABLE 211 ANCHOR CAPACITY ADJUSTMENT FORMULA: n rjJ cif An harCapacfty Table abs) ANCHOR CAP.,,,, N Ul X Y X Substrate: 2.7k Concrete 3.5k Con.. H.11-CMU Filled CMJ P7 woad Meal (DP)X( =ANCHORCAP.., ® N MULLION CAP.,,.".,a, L76"Elcv - 114"6S EI..S/1fi•Elco 1!4•SS Eba 010 Steel 012 Steel 012 Steel 1'• ~ )( �j Anchor CUP Patterns Meher7ype: 9H8"EIco UDrecon 1/4"Elco Ulbe4.n Y1fi'EIeo UBracon 1!4"EIao Ullraaon T U Q 0 um-an AggaGetpr umaean A9tpeGalor scrmv(G5)screw fG51 screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Lg O Edge Octane int t° 2.112• .1' 2-1l2• 3-118• r 2-12- 1• 2-172• 2^ 3119" 2•_ DAr 0.54• 0.324' CAPACRY REQUIRED"CORRESPONDING 70 AN � { z 'O co Embedment fink 134" 1-314• t.Y4• "14" 2• 1-i/4" 1-114^ 1-114• 1-7M• 1-0/4' VW 2' tare° 1-318" •edea ACTUAL PRESSURE REQUIREMENT FOR THE .. 2 Ani 8.@4.75'Min.O.C.I'StandaN yr Ofhet Cllp(Fig.it 390 ms 3901" 4w w 890 me *44 Its 2M lbs 2801t. 354 ib, 74D Ibe 3741Ds 86416.1 Ste lnd 34116. 442 ins 5601.. OPENING,WHEN IT IS LOWER THAN THE MULLION � (() --;°y 4 Anaham®1.15'MIM O.C.)Standard(err0M.1 Up(Fp-2t 4601ta log Its WA WA NIA WA 380 ma NIA NIA WA WA WA 632 lb. 8851t. I IFIb CAPACITY(FROM THE TABLE)OF THE SELECTED If 8 A 4 Amhom@W Min,O.C.1(212x5 AM%rllps I(Fig.3k 780 The 7M It. 680 ms 1560 m. 189616.1 540 ms 500 ma NIA 760 ma 748 mma 19 The 880 92 mms a 882W 8135It. 1120 MULLION.IT'WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 A.h_®0.46"Mb.O.C.I U-01p,mto.125•AWtn.(Fig.4t WA NIA WA WA NIA WA WA NIA NA WA WA WA WA WA 715 lb, CAPACITY WHICH MAY BE USED TO QUALIFY as Complying with the Florida ' 1 Anchor/FC41p(Rp.57: 105 its 199 ms `225 ms 445 ms 822 ms 136 ms 140 ms IR Ibs 370165 187165 372113 4731be 170Ibs 227Its 28016.1 ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2An.h-@7.15•MIn.O.C./F-CUp ft.6t 240 It. 3501t. WA N/A WA WA te0ltw NIA NIA Wa WA WA 341115 49216.1 560 me ANCHOR CAPACITY TABLE NOA-No. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE-THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. - - - --- - - - - - _ -- - - - - -- -- -- - - Expiratl°1r Date 05/26/2021---BY Miami- ad rvcluct Contro FIGURE 1: FIGURE2. TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 4I ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'I 1.000" )1111 I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 5 t t 4 114 i I lI1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. i ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��'t`�O'•t,10ENSF M/`�F i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" Z : CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED =yt; No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18GAUGE).STRUCTURAL STF-EL TO BEAT 1•X 2•X.375"MULLION .O ® LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %�-•. I'-- '• t THE MATERIAL 970&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. O S A;-, ,��SS�ONALL.��G`�• A.LYNtS PAILLER,P.E. FL P.E.#58705 y TABLE 3A ®� � O 8 - MunioO Capacity Table IbslfE') J3; Opening Width(far ro -sparo'&rg mtblicm)cr Opening Height(for hollmnlafVspanNrlg mullions) C b 51)In 50 in 701n 801 80 in 100 i, 1201nI 1401n 16011 Recmn971zr Taplidarg: Re�ngdet 7replTdang. Retlangutar Trzpfnlar,g. licca plIf Rectanplar Tn,".ng. Rectar,9.ilar Trapridang. Rectangular Trap•Trlerg, uW TraprTd.M. RectanguW 11aprIlieng. 1 x2.75x I.-Ing Leading Loafing Loadng Leafing Loafing U. .gar LcLoading Loadng Ladtln9 Loading Loading Loafing9 Loafing Loadrtq Loafing ^ OZ U .375 Alum. „ '• _ a x x r a A x a P. T111 _ L _Tube -.. a a_ ., m 8_ ., m .v •Fs ,�..Mm � g �a o�a b a 'e^2 .ger a u tr z2. d`urca� s� a`8 gr�, a s<. a Z WO 170.0 620 170.0 135 170.0 7H 170.6 478 170.0 868 17x0 500 170.0 17. 519 170.0 1116 170.0 621 170.0 1780 170.0 621 148.7 1301 170.0 5211301 170.0 521 511.5 1701 170,0 521 r» J48in 0.0 700 17(1.0 524 170.0 850 170.11 SB4 170.0 992 57Q0 fi 170.0 1133 0. Bel 151.6 1139 170.0 677 136.8 1138 tro.D 690 113.8 1139 170.0 6801139 170.0 690 85.4 1139 17aD 680 170.0 747 170.0 SW 170.0 898 170.0 631 167.8 1x12 nag 68 .B 1 0.0 723 130.5 1872 170.0 747 111.4 1D32 170.0 75fi 97.9 1032 170.0 7681032 170.0 755 73.4 1032 170,0 756W Ca ~6{in 170.9 791 170.0 612 161.7 807 170.0 895 138.2 907 164.7 730 120.9 907 1525 720 107.5 907 145.0 714 86,8 807 141.1 710 00.8 807 140.0 708807 140,0 709 60.6 607 110.0 769 m r/7 6011 141.1 735 151.fi 625 117.6 6-35 130.3611 .100.9 739 116.0 599 882 735 1082 590 78.4 735 99.5 593 70.5 735 95.1 578 58.8 735 91.11 674735 91.8 574 44.1 735 01.0 574 ^ 1- cc U 0In 121,9 6fi6 130.0 570 101.6 Sea 111.5 0.57 87.0 fire 60.9 547 762 flee 80.1 338 67,7 SM 83.9 631 60.9 668 79.8' 526 50.e 666 75.0 521egg 75.6 521 311.1 figs 75.a 521 y` I ry U V! 66In 106.0 607 112.4 522 88.3 607 95.1 511 75-7 B07 85.0 501 692 W7 77.1 493 56.9 807 71.5 486 53,0 607 67.6 401 442 607 63A 476607 62.7 474 33.1 607 62.7 974 v(J ` 5 ? Z W �' 2 EL 8' EU 7211 81.6 510 05.8 443 86.0 516 73.0 434 56.3 10 64.3 428 51.0 516 57.6 410 46.d 510 53.3 413 40.8 S10 50.0 409 34.0 510 45.9 402 282 510 44.4 399 25.fi 510 44.3 119 ' �� W Z) (n a0 16 In W.4 456 725 400 57.0 d58 61.7 342 49.6 456 54.1 3115 43,4 950 488 376 36.6 459 44.6 373 34.7 456 41.fi 3fia 289 456 37.7 382 1A.8 450 36.0 3W 27.7 455 38.7 758 ` N J j n U ¢z C` ¢ = c 78 In 642 435 67.0 381 53.5 435 568 373 45.6 43S 49.0 368 4a1 475 14.7 360 35.7 435 40.9 355 32.7 435 3fl1 341 28.8 435 34.4 314 219 435 32.6 341 m.1 135 322 340 gin 41.0 727 43.i 296 34.8 327 3d4 285 29.9 327 31.9 280 28.1 327 28.3 275 272 327 26.7 271 20.9 327 23,7 268 171 327 21.0 262 14.9 327 18.3 258 z m m 9fi in 36.4 286- 35A 257 28.7 287 269 252 24.9 287 28.0 248 21.5 2W Mn3.1V19.1 20.9 2d0 17-2 287 19.3 237 14.4 2a7 16.9 232 x ?+(Dd010811 242 227 247 205 20.2 227 20.8 201 17.3 227 IB.D 198 1 / tO 111in 22.3 215 22.7 191 16,6 1 215 19.1 191 15.9 215 16.6 188 W t` fS �x Y 1�in 17.6 184 17.9 167 U X Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0- Z ja mtA to Anchor Capacity Table lbs ANCHOR CAP =ANCHOR 0_ a O Substrate: 2.7k ConcrNe 3.bk Cana. - Hollwr CMU Fuled CMU PT Wood Metal (OP-)X( )=ANCHOR CAP.,,,. O 5/18°eco 114"SS Elco 5116-Elco 1M•SS Elco 5S0 steel #t2 Sied #12 Sled MULLION CAP. , V - h o'2 19 Anchor Type 9119'Elco Ultrac4n 114'Elco Uitracan 3116'Elco ultmean t/M1'Elco Ntracan A99naGcu9r Ult-on AggreGatar 3on:w 635)screw(05) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Anchor Clip Patterns Uluacon CAPACITY REQUIRED'CORRESPONDING TO AN Edge Distance Mk 1' 2-112' t" - 3.118" 7` &1(!' 1' 2-112' 2' 3-176' Y 0,98' ow 324- as complying Code with the Florida Embedment(inT 1-'J4' 1-314" 1-314° 1.314 Y 1-t!a" 1-114 7-114' 1-114" 1.1/9' 1-1/d" Y 1.3/6 708 wiles ACTUAL PRESSURESREQUIREMENT WERTHAN FOR THE Sul OA-NgCode 2Anshom 494.75"dirt O.C./6andad or Oteet Gip lF181): 3g01bs 396 bs 9s01 8901cs eaa lbs 270 rosM s 74o IDs 374 ft 664 lba 946 15e 3911b,5 --0-211 SSD Sbs OPENING,WFIEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 CAPACITY FROM THE TABLE)OF THE SELECTED - - 4 AneO ®1.15"Mln.O.C../.Blentlatd(mOGcO Clip(Fig.27 49016s 700 be _ N/A WA WA NIA WA WA WA 6021hs ge5lbs 77m Ibs ( ExpiraUOn Date 05/26/2021 "An..4y 3'Mn.D.C.!R)2e5 Ar10ia pipe l(Fig.3): TBO lbs 780 bs 6110Ibs Z,60 Lbs 1896 lbs S40 bs 760 lbe 748 Poe BBO Ibs 1892 IW W2 lb. 8W lbe t7201bs MULLION.IT WILL YIELD MINIMUM ANCHOR 2Amhm @ 0.45'MhL O.C.I Ualp,intc.125'Al-(Fig•4): WA WA N/A NfA NIA WA WA WA WA NIA WA WA 715 be CAPACITY WHICH MAYBE USED TO QUALIFY By 1 Amhw/F-OBP(F10.5): 195 b4 165 firs 2251bs 4451Di 822 be 135 nu ,? 37olba473 ms nO lbs 2211bs 2ao IDs ADDITIONAL ANCHOR OPTIONS FROM THEMiaml-Das roduct Control 1.15'MIR O,CI FClip(FIO.fie 140 ms 350Ibs WA NIA WA WA WA NIA N/A NIA 347 Ibb 4421W 560[be ANCHOR CAPACITY TABLE. OTE:FOR THE OFFSET CLIP, T SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE FIGURE 1: F GURE 2: NOTES: 6 `o �4f / o'T //7/4.4 /7 • ® • ® 4C11'X2. 'X.375*MULLI0N 1)SEE SHEET 1 FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET 25 FOR INFORMATION ON LOADINGSEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. ��a�NLYAfNFIG )3)MULLION AND MULLION CLIPSSHOWN ARENOTTOSCALE.FOREXAC7 DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.ANGLE CLIP MUST BE USED W PAIRS. 34)SUBSTRATES:CONCRETE SHALL CONFORM TD AC4 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � . �'FIGURE 4: FIGURE5: FIGURE@ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WCOD SWALL BEPRESSURE-TREATEDOTEYELLOW SOUTHERNPINE WITHAN SGOF0.55.ALUMINUM SHALLBE6063-TS AND BEAMINIMUM OF.I2SFFLEAST125'THICK AND ATHICK.STEEL STUDS TO 36.AE ALLINIMUM A CHORSIN70 METAL SE 33 4HALL EXTENDAT L E).STRUCTURAL STEEL TO BE AT EAS73 SCREWTHREADS EYOND® ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8S.S.OR410S.S. S' A.LYNN MILLER,P.E. FL P.E.#B8705 TABLE 4A Mullion Ca ao Tablo bs e r Opening Width(for ler6rally-spanning mulllans)or0paning Haight#or horizorlaiVspanntirg mullions) 50 In Gain 70 in 80 ie 901n 100 in 1201. 1401n ISDN +^'m9 Laadn9 Loafing Loafing 10-din's! Loafn9 i n- 1 1R2.76R Reatengllar TraprTrlan9• Rectangular T.WF..gLoa . ReclatgNar Traprl9alp. Recb,kq,dar T p77dang. Remta.7alar 7repRdang• Poaetmrgdar 71ap'9iang. Rectangular Trepffdnn0• Eleoadnger TrLWTdagg• Recnngulffi TrapRriang. o2E�• w Landing Loadra Laadng Loafing Loadng Loadn9 Loading Loafing Loading Loading Loadng Lwdmg du ,660 Alum, a x r r a a r r r 2 p r r a a a F r g n r z a a a p Tuba .. Mullion SS o H a� [a �� a �� v u•s u O u u u u u v u u u u u u u v v u u Cgi` u ri v u u u u v u u u u u uo - U �� a b.g o t� s� �� r m se s� �9 aI , t t g� r =� c �� 5a v� s �a m� _ -2 a �� m� > z 2 a s'� rc s� r e s'� d`o �� E� a` $A �� a e a� d`a �� <a s� a� �� a p LU -- w = 421n 170.0 520 170.0 935[126.5 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 619 170.0 1116 110.0 521 170-0 1240 170.0 521 170.0 1488 170.0 S21 158.7 1820 170.0 521 138.8 1820 170.0 521 0� J 48 In 1711.0 708 170.0 524 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170A 1417 170.0 880 141.7 1417 170.0 680 121.5 1417 17U 680 106.3 1417 170.0 600 0 2 LL 50.05 In 170.0 747 170.0 563 898 170.0 631 170.0 1645 170.0 ON 170.0 1195 170.0 773 162.6 1268 170.0 747 146-3 1286 170.0 756 121.9 1288 170.0 756 104.5 1266 170.4 756 91.4 1286 170.0 750 m W O o F- 54 N 170.0 797 170,0 612 958 170.0 691 170.0 1116 170.0 764 150.7 1130 170.0 603 133.8 1130 170.0 a37 120.8 1130 170.6 858 100,5 1130 170-0 861 88.1 1130 170.0 861 743 1130 170.0 861 K m O (n M 60 in 170.0 885 170.0 701 915 162.3 761 1255 015 144.5 740 108.11 B75 1323 735 87.0 915 123.0 720 67.9 916 118.5 720 732 815 114.4 715 62.8 B15 114.4 715 549 815 114.4 715 ¢ O 0 rA Z { 63 in 151.8 830 181.9 710 930 138.9 694 1085 030 123.2 681 84,9 630 1122 670 84.4 830 104.8 662 75.9 830 994 056 63.3 83094.5 649 54.2 830 84.1 819 47.4 830 94.1 649 n666In 132.1 757 140.0 GSD 757 119.8 836 94.1 757 705.8 624 82-5 757 88.1 814 73.4 757 89.1 1108 68,0 757 812 800 55.0 757 78.0 593 472 757 79.2 591 47,3 757 782 581 vi Z f1 4YV m •4 72 In 101:7 83fi tOB,B 552 84.8 836 81.0 540 72.7 638 BD.1 530 fi3.6 838 72.2 521 56,5 638 885 514 50.0 a38 82.3 508 R47,...O 500 36.3 636 55.3 497 31.8 838 552 497 J yZ "76N 86.5 571 90.4 498 72.1 571 76.8 489 81. 571 87.4 179 541 571 60.0 471 46.0 571 55.5 464 43.2 571 51.5 459 ' 451 30.9 571 41.6 447 27.0 571 M.6 440 m ¢IS n 781. 80,0 542 83.4 474 66.7 542 70.8 065 57.1 542 62.1 459 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.3 437 429 28.8 542 10.6 425 25.0 642 40.1 423 Z Z O Q N O) zz 9D 1n 52,1 407 53.7 361 43.4 407 45.4 365 372 407 39.6 349 32.5 407 35.3 343 28.9 407 321 330 28.0 407 28.8 3341 327 16.8 407 24.1 322 70.3 407 23.0 378 FQ Z W961n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 211.8 358 28.9 304 23.5 353 26.1 300 21.5 358 240 2960 289 15.3 358 182 204 "O NO XS b° o IDB in 30.1 283 30.8 255 25.t 283 25.9 251 21.5 263 22.5 247 18.8 283 19.9 244 18.7 283 18.0 240 16,1 281 16,5 237 o W r 1111n 27.8 26'7 28.3 242 23.1 267 23.8 23B 19.8 287 20.6 235 17.3 287 183 231 15.4 267 16.5 229' U) U) ® N 120 in 220 229 223 209 18.7 228 18.3 205 76.7 229 16.2 202 U X ¢Z O p `- TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a a.a U) Anchor Capacity Table bs m0 ANCHOR CAP.,„,",,,, po 8umireto. 2.7k Concrete 3.5k Conn. Hmlaw CMU FOIM CMU PT wood Metal (D w)X( )=ANCHOR CAP.m J 5110"Emo 7/a'S9 Elmo SIWEIco 114"SS EIco &10 Stell #12S el 7712 Steel MULLION CAP ,,,,c AnchorTypa 311V EIco Uttreeon 1!4'EIw UOreeon 3115 Elmo 1.111-n 1I4'Ek:o Uliremon PRODUCT REVISED Anchor Clip Patterns ulMon A0910Ar Minna. Aggreuator Screw(O5)scow:(051 screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dhtanca fink 1" 2-12' 1^ 2-1/Y 3-98" 1' 2-Irl 1" 2.112' V 3-1/8• 2• 0.48' 0,54" 0.32x^ CAPACITY REQUIRED"CORRESPONDING TO AN complying W[th the F[odda Embedment On. t-374" 1314" L3/4' 13/4' T 1-7l4' 1-114• t-174" 1.11-0' 1-114" 1-114" "Y tale' 13re- tadea ACTUAL PRESSURE REQUIREMENT FOR THE B_.ilding do 2Anmhma 04.75'MIa O.C.I Stan ardor OBsd Oip(FIg.1Y. 3901m 3908. a501bs 89015. 1644 me 27016, 200lbc 354 lbs 740It. 374 Ito 654It. S40Ibs 3411hs. 4421m Seo ms OPENING,WHEN IT IS LOWERTHAN THE MULLION NOA-No. 17.0630.01 4Anehon®1.15 Min.D.C.I Srandmd(or06e6 CUP(Fig.2p .480 Los 700 Its WA - WA - NIA -N/A 380 tm - NIA - WA NIA NIA -WA-- -fi62 to. 1195 nz0los--- CAPACITY(FROM THE TABLE)OF THE SELECTED- _ Expiration-Date 05/26!2021 4 Archor,@3"Min.O.C.!(2)2X5 Angle CUPS IIFLg.3F 78003s 780 m5 680)5. 1560 m. 18961m 540 It. 560 m. WA 76010, 7481b. 6901m 1892 It. 682 It. hs tt2o1m MULLION.[TWILLYIELD A MINIMUM ANCHOR i 2 Anckore @ 0.45'MIn.O.C./U-C[p,1,00.125^Akan.(Fig.4}: NIA WA WA WA WA NIA NIA WA N/A NIA WA WA NIA 715 Qa. CAPACITY WHICH MAY BE USED TO QUALIFY BY 1Armho IF-0110(FID.5); 195Im 19516, 225 iba 445 ms 8221os 135 m, 14DIm 177 ICs 3701hs 1871m 33216, 4131bs 170 IDs 7271m 2B0los ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da roduct Control 2 AnchmQ 1.15"Min.O.CJ F-Olp"e): 240 Its 35010, NIA NIA WA WA 190 Ib. NIA NIA WA WA WA 3411bs 4421bs 5001m ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CIDP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2: TABLE NOTES: O ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111117/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" �ay LICENSE••"Cr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q'.•'• tT O ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO.58705 •� ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650" "p:� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED A. ' (^7 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' O S ATE O 1�; 40 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ''n•-• O LEAST.725"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 35CFtEWTHREADS BEYOND 1'X2.75°X.650"MULLION 'FLOR.OP,.•'G�� THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-6 S.S.OR 410 S.S. 77 CONAL EN L� A.LYTIiIJIMILLER,P.E. FL P.E.#68705 TABLE 5A = e Mullion Capacity Table bsflt Opening Width(for ln;dica6y-seaming mullions)or Opening Height(for Fnrtzordaypspm9rng mullions) �� b So in So in TO in 80 in 601n 700 in 120 in 140 in 1601. R dsngelar T.plTflw Rctopl" Tnepr7dmg. Rdang f. TrWllflang, Rent no, TmPrRiang. Reolangdar TrapfTdeng, Rectangular Treplidang. Rec�npular TraplTdsn9, pectneuler irgeTdmg. Redangutar TreplTnang. 1"X 3.125"X Leafing Loafing Leafing Lmdng Leading Leadng U-m. Lc4dmg Loading Loadllg Loadng Loading Issdng Lnadng Lwdng Loafing Loed''m Loadng .600"Alum r T13 -11- t z a v r v r a a n a a a p n a t Tuba mull asv u u u u u u Ua ❑ tie ❑ 0.e u u„ U u9 v u9 i3� v ❑ u u0. u u u o� u uy Ua� �� =� 6� r,� �� rc r@ °� _ b� �� oe o� B �@ t& �� a r� g� �- �� o�'� `de E�-�� $a $z s' �d so �m E� d`rc 0.o �z f� �r d`z" �� a° �c 5 0.`"e d�rc �e �a s d`z s'0. �¢ a'@ �� LU la 15 LU O 421. 170.0 620 170.0 Z- --- 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 901 1700 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 i54.4 1802 170.0 521 J 43 In 170.0 703 170.0 524 170.0 850 1700 584 170.0 992 170.0 630 170.0 1133 170.0 661 1170,0 1275 170.0 877 170.0 1417 1700 Beg 157,7 1577 170.0 fi80 135.1 1577 170,9 880 118,2 1577 170.0 EBB N 7 67 50.625 In 170.0 747 1700 663 170,0 896 170.0 631 1700 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.6 1495 179.0 758 106.3 1495 170.0 756 � w �o � 54 in 170.0 757 170.0 612 170.0 S56 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166,1 14M 170.0 837 149,5 1401 170.0 056 124.6 1401 170.0 861 106.8 1401 170A 861 93.4 1401 170.0 881 60 in 170.0 SBS 170.0 701 170.0 1063 170,0 797 158,5 1158 170.0 878 138.7 1166 167,0 928 123.3 1158 156.5 917 111-0 1158 149,7 010 92.5 1168 144.5 803 79.3 1158 144,5 803 69.4 1158 144.5 903 f- m Z r5 631n 170.0 930 170,0 745 159.8 1049 170.0 550 137.0 1049 155.5 600 119.5 1049 141.7 848 106.5 1049 1320 836 95.0 1049 125.5 828 798 1049 119,3 820 681 1049 118.9 Big 59.9 1040 118,9 819 co ., Q �0 66 In 166.8 955 1700 789 139.0 -955 151.3 804 USA BSS 133.7 788 1042 055 121.4 775 92.6 955 1128 765 83.4 955 1004 757 69,5 955 99,8 749 59.6 955 88.7 746 521 955 98.7 748 01 Z Lu$ m 50 IN 6 803 1369 fi97 107.0 k13 114.9 882 91.8 80:1 t0L1 0'70 803 803 912 859 71.4 803 83.8 649 64.2 803 786 842 571 803 722 E72 459 80.1 69.8 '628 401 803 69.7 627 - -0.W, 7 JZ 2 721 114.1 en 91.0 721 97.0 618 78.0 721 85.1 605 69.3 721 76,5 S95 60.7 721 70.1 588 54.6 721 65.4 579 45.8 721 59.4 569 39.0 721 56.8 864 34,1 721 58.1 683, V1 Q j ten T: 0 594 105.4 S99 84.2 b'B4 89.4 587 722 654 78,4 576 63.1 664 70A 567 56.1 6B4 64.4 558 50.5 684 59.8 551 424 654 54.1 Sit 38.1 684 51,3 536 31.6 687 50.6 5349 514 67.9 455 54.8 614 57.3 448 47.0 614 50.0 440 41.1 514 44.8 433 38,5 514 40.5 427 32.9 514 37.3 421 27A 514 33,0 412 23.5 614 304 408 20.6 13S-715.0 0 403 � 1r) Z W 452 55.7 404 452 452 47.0 396 38,7 452 40.9 390 33.9 452 304 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.8 385 19.4 452 24.2 359 16.8 8 355 a (q X� A�1 357 38.9 322 31,7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 18.0 357 208 299 15.9 357 180 293 13,8 357 10,2 287 11.9 283 o WN1 338 35.0 300 28.2 378 30.1 301 25.0 338 26,1 296 21.9 338 23,1 292 10.5 338 20.8 2BB 17.5 338 10.0 284 14.6 330 18.5 278 125 330 14.8 273 11.0 6 260y1201. 27.7 2BB' 28.2 283 211 2119 237 259 19.6 289 20.5 216 17.3 289 18.1 252 15.4 289 16.3 249 13.8 289 14,0 246 17.6 289 12-8 240 9.B 289 11.4 238 97 4 232 (,) X Q` C7 Q - z 0 0 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ya �'a 1O;0 Anchorea ci Table(lbs) ANCHOR CAP. O a i� 9Ubstndt 2A Gamna 35X Cmc. HUM CMU FWed CMU PTWosd Metal (DP")X(VAN )=ANCHOR CAP... V =_ ❑ .N &I El CO 114'69 EtcaR Il4'ss Fico 810 fifes N12 SIeel kl2sfed MULLION Q'P.,p,,,,„, Ancho, 3116'EIto Unman LT Ekol10RCOn 3116-Elko Un Mem v4'ELcUAmeon Anchor Clip Patterns ult2con AgpeGaor AggreGa Sarew(G5)S❑4o(G5) screw{0.9 USE THIS FORMULA TO OBTAIN 7HE'ANCHOR PRODUCT REVISED Edge Distame On7 1^ 2-1/z 1- 2-1/z aIle' P 2-vz' t^ 24/2• 2' 2 o.d8' 0.54• 0.320 CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embe-a W d 1-314° 15/d 1514" 1514' 2' 1-114' 1.1/4' 1-1/4' t-the 1414' 7 1-3IB" 1518" Holes ACTUAL PRESSURE REQUIREMENT FOR THE Building CCotdle 2Ancrom@4.75'MIn O.C./5talnard ttOlael C9p o-lg 17 390 ms 39005 450 ms 690 Ibs 1844108 2701M 200[to 354 Im 7401m 374 IM WSW 3411bs -0421bs _ 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17.0630.01 ---- 4AMhms@1.15^MIS,O.G l Stmdard(d'Oraet)Clip fig2) 480 lbs - 70000.---NIA - - WA N/A NIA - -3801W - -N/A- - IgA-- NIA- - WA -SS21bs - B851m- 1120 Rs _ CAPACITY(FROMTHETABLE)OFTHESELECTED_ _ Expiration Date.05126/2021- 4ArctOM93'Min.O_C.IC4Zc5Angle Cllps101g3): 7B01e8 780W 6A lbs 15E0 Be 18961bs Wlbs 560 ms N/A 760 Its 748 Ins 1622W W2lbs 885Ibs it2stlm MULLION.IT WILLYIELD A MINIMUM ANCHOR 3AMWG @ 0.45-Min.O.C.!UdUp,inlo.125'Alum 099.4} NIA WA NIA NIA NIA WA WA N/A N/A NIA WA WA WA 1073108 CAPACITY WHICH MAY BE USED TO QUALIFY1ArcrorlF4lUpOTg S}: 195 ms 195106 225 ms 40.510 872106 135144 1401[6 177106 3701ro 187 ms 4791 170106 227TH 2BQ lbs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-D, eProduc Con ro2 Ancron@1.19.44..O.Cl FCOp(Flg 67 240 ms 35085 NIA WA 14A4 WA iron NIA WA N/A WA 341106 4421 560106 ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. H1.000"-i FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES.AND SHEET 25 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" FIGURE 3: \%%�a�NY 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. : 't` •' CEN ( � • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' L7 5•'• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED .500" 7k" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 10 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' !J �� TE � '•.�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X3.125"X.5°MULLION S .C.'-- 4V` (1"VF MULLION) CCs-'•F�OR[D ® LEAST-125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i a ® � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.5.OR 41 D 5.5. '�/IIs�ONAI ENG�� A.//YNNA111La ,P.E. FL P.E.#58705 TABLE 6A ® n Mulgon Capacity Table(mslit") Opening Width(forver0raiy-sparring m0lons)or Opening Height(for hodzontaliy-sparinlrg muliorls) b 50in 601n 70 in SO in 90 in IWm 1201n 1401n 1601n p Recfan9alar Trap/ideng. Reokan5dv TmplTriang. Rectangular Trapinlarg. Recrangular T.P/rb . Rtclmrgrinr TnrWTrianH. Rndsnl6lar TisWrrlang. Rectan0ular Trep7Tdmg. Rsctanaalar TraPlTdang- Rect4nHldar Treµiden0. S 1X471.125 Li, In Lcedng Losdin9 Lwdng Loading Lmdn9 Loarbn9 LondmO L.edng Loading Loading Lcadng Loadng L-hig Lwdog Lpa&Il Lmilin9 Ling Alum.Tube LID .. a .. ., n �., 'r.. :a m t• .�' '_ _ .?* .S_ x P :F .' a o '-. a6 as a rs _ sf a L. s& x �� b.e =g �� _� s� €� =.g x� ;@ �� a� �� =g .g s� _� �� s s� r�yIAMUDIon0 2 a o o a s N & MH g& 2 g� d -2 3a �' `� s ` ` 3 a 9� �'� 9� L ° �tx w o t •� } o u s� rc �� arc �o �� rc E� d#P � rc s arc � � 42 m 170.0 620 170,0 435 170.0 744 710.0 478 170.0 8611 170.0 506 170.0 951 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 5ZI 170.0 1488 170.0 521 1456 1468 170.0 521 127.6 1489 170,0 621 W J 48 In 170.0 708 170.0 524. 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303-170.0 680 130.3 1304 170.0 680 111.7 1303 170.0 680 97.7 1303 17&0 680 VJ 50.625In 170.0 747 170.0 653 170.0 696 170.0 631 170.0 1046 175.0 604 170A 1195 170.0 723 156,1 1235 170.0 747 140.5 1235 170.6 755 MA 1235 170.0 756 100.4 1235 170,0 756 87.6 1236 170.0 766 CD r 541n 170.0 797 170.0 612 170.0 856 170.0 691 170.0 1116 170.0]114134.4 7166 170.0 a03 1372 1156 170.0 837 123.8 1158 170.0 056 1028 1158 170.0 861 88.2 1158 170.0 S61 77.2 1168 170.0 061 m O (n an LU Win 170.0 055 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 125.1 1042 1467 515 1112 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 623 1042 125.1 782 F Ur 831n 170.0 930 170.0 745 151.2 992 163.6 818 1296 992 144A113.4 B92 131.0 712 1000 992 121.4 766 90.7 092 114.8 758 75.6 992 IMA 745 64.8 992 105.0 744 '56.7 992 1060 744 _ � Z 681n 195.4 947 170,0 789 137.6 947 148,0 700 716.1 947 130.3103.4 947 117.7 752 91.9 947 108.7 730 62.7 647 1022 727 6&9 947 95.1 713 5a.1 '947 94.0 711 51.7 947 94.0 711 Z L) an v U m 3 qU C 72 to 136.9 949 142.7 737 113.2 049 121.6 722 97.0 849 10&9 Wlo 761n 115.5 762 120.7 665 96.3 762 1026 652 S25 762 93.0 722 762 110.9 762 74.2 620 57.11 762 692 613 4&1 762 62.8 SO2 41.3 762 59.9 597 36.1 762 59A 595 !- (n =Z 70In 106.9 724 717.4 634 89.0 724 94.6 621 76.3724 82.9 66.8 724 74.4 724 68.1 591 53.4 721 63.4 SB3 11.5 724 S7.J 573 36.90 in 69.8 643 71,0 483 Se.0 543 60.7 474 49,7 543 62.9 43.5 543 47.1 543 '42.8 452 34,5 543 395 446 29.0 543 34.9 436 24.8 543 $21 430 21.7 543 30.7 42D Z 7D FF Q Z N W In 67,3 478 58.8 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 470 38.5 07.613 478 34.8 400 20.7 478 320 395 23.9 .478 20.1 386 20.6 478 2G.B 380 17JI 478 24.2 376 a m 0'O N_ Im In 40.3 377 41.1 341 33.5 377 34.6 335 286 377 30.0 330 25.2 377 28.6 377 24.0 321 20.1 377 220 MTr14.4 377 17.1 III In 37.1 357 37.8 323 30.9 357 31.5 315 76.6 357 27.6 313 23.2 357 24.4 357 22.0 305 18.5 357 Z0.1 n UJ X N Y oY 127 in 29.3 3011 29.8 279 24.5 SW 25.1 271 ZIA 308 21.7 270 18.3 306 192 306 17.3 263 ® � X 144 in 17,0 212 17.2 496 (S9 4 a- 2 O O TABLE fiB • ANCHOR CAPACITY ADJUSTMENTFORMULA: O as � Anchor Ca act Table fibs) U Si- SubsOatn 27k Concrete 3,St Coro. No1ow CMU . FRO CMU FT Wand Metal (pP,„,)X ANCHOR CAP',,'.,) AP.,,',. )-ANCHOR CAP�,, _ 'n -7 p-s _ Li6'Ek6 1f4'SS Eko 5110"Eleo 1/4"99El- b1081ad 4128tiid 4126ted MULLION CAP.,,a,•u•/ Anchor Cg Patterns Andwr 7ypC 3119?El UlhaEan 114'Elco Uitracm Ultraeon 3H8"Elco l0lrocOn 1W EIeo USracen WSSatar "r E 4 58,etw 11amw G6)screw(GS) swew(W). USE THIS FORMULA TO OBTAIN THE PRODUCT REVISED p ( { as complying with the Florida Ed9a Olslence(mL qMlb. 2-112' 1• 2-712' 3-178' 1' 2.12' V 2-12' 2• 3.118' 2• 0.48• 0.54' 0,324° CAPACITY REQUIRED'CORRESPONDING TO AN Building Code 1.54• 1-374" 1-314• 2' 1.174° 1-114' 1-7/4' 1-114° 1-114' 144 2" 1.9/8' i-W modes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Mchoma4.75'MhL O.C.l standard or.Cllhat Clip(Flg.-1&$ 3901ea 460lb. 690 ms -1644lbs .270lbs_. 2801hs 35415. 740 Ibs-_374 ms_ 664Im- 9461b. 341.ft 442&. 560IN- OPENING,WHEN IT IS.LOWER THAN THE.MULLIQN - Expiration Date 05/26/2021-4 Anchor;9 225'Min.O.C.I Slandard(or Onset)Clip(Flg.3y 700IM 560 ms 1410lbs 952 ms NIA 5601" NIA 630 ms WA 890 m. N/A 682 Ibs 985 Ibe 1120 Tbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchan @ 1.15Mtn,O.C.f S4ndaN(or Cmn)Clip(90.4p 1'400IW WA WA NIA WA 760lb. WA WA WA WA WA 1363lbs 17W lb. 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4Anchors®3"Min.O,a/(2)295 Angle Gips/(Fig.5Y 750 IW 680 m. 156011. 189616. 5401bs 5601bs WA 780 ms 748lbs 880lb. IS92 lbs 662 ms 685 lbs 1120 fbs CAPACITYWHICH MAY BE USED TO QUALIFY Miamr-0 a Pro uet Control 6An4Mra®3°N.In.O.C./(2)2x5Angle(]Ips l(F97:6y . 1170Ibe 1020Ibe 2340165 2844 me 810 Ibs B401bs NIA 11ao les 1122 Ibs 1329TH. 2e3e me 1oz2ms 1321 Ibs lsao ms ADD)TIONAL ANCHOR OPTIONS FROM THE 4 Mohm.®0.45"lin.O.C.f LLCIp,mto.125'AUm.(F'ig.7YWA WA WA N/A WA WA N1A WA WA WA NIA NIA N/A 1x30 ms ANCHOR CAPACITY TABLE 2Anrh..4T225"Min.O.C.1F-OO(F!0.U 350 Om 2B0 ms 705 ms 476 Ibs WA 280 Ibe NIA 315 ms N/A' 641Ibs NfA 341 Ibs 4421W66016.4Anch..D 1.15"Mtn.O.C./FC6 IFIO,9k In'I" WA NIA N/A WA 3B0 Ibs WA WA NIA WA NIA 682 ms 505 U. 1120 Ibs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•'{ 1.000" I` TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SFS • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7 / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `` `� o • . • • • 000" . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4. No.58705 �'� TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =7} FIGURES: FIGURE B: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.- • _ �� • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 6 I ,(L` • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' i Oma'. ATE F !V' L #1 SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-TSAND BEA MINIMUM OF.125"THICK•STEEL i '•.'�<ORI�?.•-' N� _, • STUDSTOBEA MINIMUM GRADE 33AND.045"THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK -{ �''s`S(��O,NAL �\ ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0 8 1•X 4°X.125° A.CT' MILL'Sist� .7\ #12 ANCHORS INTO WOOD MAV BE STEEL,16.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A Mulfion Capacity Table IbsM) 4Ft Opening Width(for wrUcally-spanning mufions)or Opening Height(for horimnlally-spanning mNgmis) r Q 50 In 601, 701. So in 90 in fool. 1201, 140 i. Isom o 1 X 4X.375 Reatangulat 71apRdanB. Reebsngular Tra;ATrtari9. RectanaNm- TtaplTdml9. Re4imr9Nar TraPRdan9 Redangder TreP/7riarg. Reetan9ular I TraplTdatg- ReCangular TIE p?dsno. Reclsngular TmPRdmry. RostanMar TmpRdan9• ... Alum.Tube Laadirtg Loading Loading Loading Loadn9 Loading LoadingLoading leading Loedng Lomdrg Loadng Loading Loadn9 Loodng . Laed'n9 Loading Los Ins c m Z• 2> ^ d D L t d• Z: �• T 3 2• a L 2:• ID 2• 2 2 b 2• t 2' 2` L• _ Mullen g a r � se �� a �� 8 �� Is & 6 8p �, 3� € � sfs e �� a& sIs � � � oyU g. � =s 'a � -� � � s 3B y a� �$ �?a g a -$ �a - z r� w - --- �a a� Qc� a� �� a� a E �� sa �� ao �a s� s a� a� �� a Q`rc O w 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 S92 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 W J 481n 170.0 7D8 170.0 524 170.0 B50 170.11 SB4 170.0 992 170.0 630 IT0.0 1137 170.0 661[17D 1275 170.0 677 170.0 1417 170.0 660 170.0 17x0 170.0 6ea 170.0 1983 170.0 880 151.8 2024 170.0 680 0' J 50,625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1345 170.0 747 170.0 1494 170.0 -758 170.0 1783 170.0 756 168.0 1916 170.0 756 136.6 1816 170,0 756 = E 1 541n 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 903 1434 170.0 837 170.0 1694 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 881 120.0 1793 170.0 861 m O$ (/J m 601n 170.0 865 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 1594 170,0 098 155.5 1619 170.0 1033 128.6 1619 170.0 1063 111.0 1618 170,0 1063 97.2 1010 170.0 1063 t0 UJ 631. 170.0 939 170.0 745 170.0 1110 170.0 850 770.0 1302 170.0 940 170.0 1466 170,0 1015 1542 170.0 1076 141.0 1542 170.0 1122 117,5 7342 1665 7150 im.7 1512 187.8 1157 18,1 1542 1fi7A 1157 Q z 661. 170.0 074 17x,0 709 170.0 1169 170.0 903 770.0 1384 170.0 7002 150.6 7472 170.0 1088 1472 188.0 1148 120.5 1472 158.8 1130 107.1 1472 147.8 1108 81,8 1472 146.0 1104 80.3 1472 146.0 1104 Z rA. m 2 Z Um 8 U m 721. 170.13 1063 179.0 676 170.0 1275 170.0 1009. 1568 1320 166.2 1101 132.0 1320 149.9 1082 1320 137.5 1068 105.6 1320 120.6 1049 Sa.0 1320 117.0 1024 75,4 ISM 112.6 1013 66.0 1320 1125 1012 W � W�` J 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 129.2 1184 139.9 994 1122 1184 125.7 978 1184 115.3 964 89,8 1194 107.5 B52 74.8 1184 97.6 935 64.1 1184 93.1 827 58.1 1164 973 825 j (�j7 a t mZ 3 D 7a lrt 166.1 117.0 170.0 967 138.4 1124 147.0 865 110.6 112E 120.0 9L7 103.8 1124 115.6 931 1124 103.6 918 53.0 112d Be.5 906 692 1124 89.0 890 59.3 1124 84.7 081 61.9 1124 83.2 WB 90 n 108.1 841 111.5 750 90.1 044 84,3 736 77.2 044 821 724 67.6 844 73.3 712 844 60.5 702 61.0 844 61.4 693 45,0 844 54.2 878 30.6 846 500 866 33.8 844 d7.7 662 Z = Q96 to 89.1 7d2 91.3 563 74.2 742 77.2 652 63,6 742 67.2 647 55.7 742 59.8 631 4264.1 622 44.5742 49,0 8l4 37.1 742 43.6 600 31.8 742 39.8 690 27.0 742 37.6 684 C7 ♦- 2106(n 62.6 586 63.9 530 12.1 686 63.8 621 44.7 586 4&6 51J 39.1 586 N.4 505 SB6 37.3 498 31,3 586 34.2 492 28.1 586 29.6 401 22,7 588 Z&8 472 10.5 696 2l.7 466 0- a �N 00 q0 1111. 57.6 555 58.8 503 48.0 555 49.5 495 412 555, 429 487 36.0 665 38.0' 'qa0 32.0 ass 24.2 473 28.6 655 31.3 467 24A 655 27.1 457 20.6 555 24.3 440 18.0 553 224 442 N 3'( 1201. 45.8 475 46.4 437 38.0 475 79.0 426 326 475 317 420 28,5 475 29,6 414 25.3 475 26.0 499 228 475 24.5 404 19.0 475 21.1 395 16.3 475 167 387 14.3 475 17.2 381 ® �' X 1441. 28.4 330 25.7 305 22.0 330 22A 301 18.9 330 19.7. 297 16.5 330 17.0 293 � Q r Z Q 0 o: a r a) La p TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: a m0 s.0 Anchor Capacity Table fibs) L) S DP„ NCHOR CAP.,,,,,,,,,, Suhslmte: 2.7k Can.lem 3.5k Con., Halla.CMU Filled CMU PT Woad McW1 (DP.)X (_A )=ANCHOR CAP... AnchorType: 3116°Eke Ult-m 114'EI.oUllracan 516'Ek:a 7/7e-San Ultra.on 114-Ela.I eean 114'SSEl,.5/16-Elea 1/4'SSEl..HBR821b�. l 612S1eel 012 51..1 MULLIONCAP.,,o,,,,,, PRODUCT REVISED Anchor Clip Patterns lklna. A99MGaiWr Lot- AugreGator 5)So-(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom laln with the Florlda Edge Dealers.(ink r 2-VP 1^ 2-IM 3.118• 1• 2-112° r 2.112" 2- 3-116• 2' 0.54• 0.321" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment Mi IVe 1-Y4' 14/4° 1-314- Y 10/4' 1-1/4' 1-1r4- I-174- l•ve 4114' z' 1-ata^ lades 7 ACTUAL PRESSURE REOUIREMENTFORTHE NOA-No. 17.0630.01 2 Aneh.m®4.75 MW.O.CJSlandaN or Offset Clip(Fig.1&2k-s801h. 390118 -450/18- 880168 1644 ma ZRt Ibe 280101- 354118 740 ms 374118-- 964 Bs 94811a lb 442 fhs- -560168 - OPENING,WHEN IT IS LOWER THAN THE MULLION - -Expiration Data 05/26/2021 4 Amhma @ 2.25 Mtn.O.C./Standard(or 699)Clip iRg.3F 70-01bs 700 lbs 580 lbs 1410168 252 lbs WA 580lba WA 63010E WA 880 has WA 8851ba 1120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED BArcn.m®1.15'Mm.D.C.I Standard(.,OF t)Clip(Fig.4)t 860 Its 14001b. WA WA NIA WA 760Its WA WA WA NIA NA I7701bs 224001s MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Armh..®T On.O.C./Q12r5 Angle Clips I IRS.Sk 790115 7e01ba 600 lbs 1500 Its fees be 540 P. 56a 168 NIA 760 lbs- 7481. 880 Inn 18921bs 08516. 1120 bs CAPACITY WHICH MAY BE USED TO OUALIFY Mlanae Product Control6 Anchors 03•Min,O.C./(2)218 Agle Cllpe/(Fig,6k t170bs 1170 eas 10201bo 2 10Ibs 2644111 810115 840 tb. WA 1140 its 1122 bs 13z01hs 2838 ms 13271M 768011. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anohors®0.4S Mm.O.C.I U401p,Into.126'AWm.(FIA.1r WA WA N/A WA WA WA WA WA WA WA NIA WA NIA 1410011 ANCHOR CAPACITY TABLE. 2 Anchors @ 2.25•Min.CI.W F-Glp(FIA•ej 3501bs 350 Has 29011 705111 1 476 rba WA 280 be WA 3151, WA 440110 WA 341]as 1 44216E 6601he 4 Anchom C 1.15'M(n.0.01 FLOP(Fd.9p 1 480 The T00 Ibs NIA WA I NIA WA 1 380110 I WA I WA I WA I NIA I WA 1 682118 1 88516s 112016. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --j 1.062" r-- --j 1.006' �--- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6; FIGURES: 1)SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL WSTALLATICN METHODS: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. \� �ONY ," • • • ��: 1,10ENSENk F•. • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 0" SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSfONAL RESTRICTIONS 4.00 - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7¢; No.58705 FIGURE 5: FIGURE 6: FIGURE 7: - ( - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = • • • ° • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE `� �` '��_ '•�' • • o • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE �0T FATE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" .375" .375" i(Cs •..,,<OR4DP-.-'•�_� THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS ��i7 S'/O "••ANG�� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&912 1•X 4'X.375' 1'X4'X.375" A�/,()l,)N�14��sp E ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. °P-MULLION MULUON FL P.E.#58705 TABLE 8A Mullion Capacity Table IhsAi7 Opening Width(forvertlralty-spanning mons)or Opening Height(for hor1=ntraly-speMinlg muIUans) 50 in 601n TO In 80 in BON 10DIn 1201n 140 N 160 in _ Rect npclar Trap?Anng. Rectan9ulor. TrepRrtang. gect+ngular Traptrtlang. Reorangrilar hapRAanB. Na.•lan ar Tre n ReCan _ 2-y O 125"x uw P>r aN. gI TraprTdeng. R-anildar Traprildang• Reciangular Trepfre.ng. R.=ng.W TraprDlana• �.+m... 0 Lvadn9 L..dW Loading L_dng Loading Loading L0adn9 lmdng Laadmg Loading Loading Loading Lowing Load011q leading LOadNg Loading Lnatliig 6= U 3.188"x .265"Alum TIM, Tube Mlle s� a s� a� s a� a� �9 a �9 a a �0 8 s �_ �� NLL a a oe � a a a �a 8 �a 6 s� �� 9g s� �� e� h, �� `� :-" �� _ `R 6 a� �� j, Ja s tvU_ f ga �a = �� s 9� p 9� s"a '� sL s� � gi 3� P 3 � ��$rc 2� �r �� a 2 $� �� i� �� arc z� �rc �� rc s� Via. �� i �e � fe a� 1!x 2e, �� M �� - > Z W 42 in -170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 I11fi 170.0 521 17Q.0 1240 170.0 521 170.0 1488 170.0 527 170.0 1735 170.0 521 151.6 1769 1 17(.0 $21 mrU J W ae In 170.0 708 170.0 524 170.0 850 179A 584 170.0 992 170.0 630 179.0 1133 170.0 661 170.0 1275 170A 677 170.0 7417 170,0 680 154,8 1546 170A 680 132-7 1548 170.0 680 110.1 1548 170.0 680 C Z) 50.fi75 in 170.0 747 170.0 563 170.0 896 170.0 631 770.0 1046 770.0 884 170.0 1795 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 758 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 758 1N2 �"= �o KN 170.0 797 170.0 812 170,0858 170.0 691 770.0 111fi 170.0 7b4 170.0 7275 170.0 803 163,1 1376 170.0 637 148.8 1376 170.0 056 1273 1378 170.0 881 104,8 1376 170.0 661 91.7 1376 170.0 881 F-¢, m 0 CD W W N 170.0 885 170.1) 701 170.0 1063 170.0 797 158.9 1158 170.0 678 139.0 1159 187.4 Me 123.6 1168 156.8 I 919 111.2 1 1158 150.0 912 1 92.7 1159 144.8 005 79.4 1158 144.8 9D5 69.5 1158 144.a 905 W 'too 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.0 862 120.1 1051 142.0 848 106.7 1051 132.3 837 90.1 1051 125.7 1130 00,1 7051 119.5 622 e3.6 t051 119.1 821 60,0 1651 119.1 221 W Z 66 in 167.1 9571 470.0 729 139.3 957 151.6 605 119.4 957 134.0 790 104.4 957 121.6 717 92.8 957 lize 767 83.6 957 INS 759 69,6 957 100.0 750 59.7 957 98,9 740 52.2 957 98.9 748 ? Z J z m Z 121n 128.7 801 1352 698 107.3 804 115.2 684 91,9 804 101.3 671 80.0 804 91.4 660 77.5 804 84.1 650 64.4 804 76.8 643 63.8 804 72.3 633 46.0 904 69,9 629 40.2 804 69.8 628 w _ g€g(J 761n 109.4 722 114.4 630 912 722 971 618 78.2 722 853 505 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 Sao 45.6 722 69.5 570 39.1 722 56.7 565 342 722 662 664 J 28 c2- rcz TB in 101.2 BBS 105.0 600 81.4 685 89.1 508 723 685' 79.5 577 67,3 685 70.5 588 In 582 BBS 64.5 560 50.6 685 60.1 553 42.2 065 64,3 613 36.2 085 51,4 537 31.6 Gas 50.7 536 7 ¢ CD F- CV 901n 65.9 515 fi8.0 457 54.0 515 57.5 443 47.1 515 50.1 441 41.2 515 44.7 434 35.6 515 40.8 428 33.0 615 37.4 422 27,5 515 33.1 413 23.5 515 30.5 407 20.6 515 29,1 4D4 Z Q N K Gain +rA4..3453 55.6 404 45.3 433 47.1 797 78.8 453 47,0 MI 33.9 453 MA 385 302 453 33.0 379 212 453 30.4 374 22.6 453 20.6 366 19.6 453 24,3 380 17.0 453 22.9 356ZW '0 =o c1) 1081n 39.0 323 31.8 356 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 212 358 22,73042D8 300 159 350 10.0 291111 In 35.8 306 29.3 336 30.1 3D1 25.1 338 26.1 297 22A 170 23.2 203 19.5 378 20.9 280 17.6 338 19.1 285LUt201n 28.3 2fi4 23,2 280 23.8 260 18.8 290 20.5 258 17.4 200 182 253 15.4 290 18.4 249 �144N 19.3 186 Q ac Z..co TABLE SH ANCHOR CAPACITY ADJUSTMENT FORMULA: a0 - m €�m� AnehOr Cg dty Tehle Ihs) ANCHOR CAP.,,"° O SUMIMM 27KC.M19te 3.5t c=. HW-CMU F111e0CMU PTWWO Mtla (DPm)X( )=ANCHORCAP.,,". Mchar 6'16'Deo 1q"ss FJ[a 579'EI[a 1r SS e- 1810 Sfatl 4N2steel 012 St-I MULLION CAP.,",,,,,,, T7pC 3nfi^FJ[oUnra[m O4Eka011ra[on 3'16•F1cov2acm WfEak0uleacm PRODUCT REVISED AnehorCllp Pathlms unrxon A99MWOr u0racm AggreGan Saru(G5)ScvvlG7 Screx(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as camPlying with the Florida Edgepstarce 9n3 1° 2-vz r 2-vr stB' r z-vr 7• 2-vz 2• 3.10 r 0.46• U4• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code EmOeement n 1314° taa• taro° lar r 1-vb^ 1-1r 1-14• 1.14• 1-11.1 1-va^ r 1-ra• Tare' rates ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 -_ _zAncnvs 84.75-nen o.e-i slamam o<ogei t3ip.pig ty 390 n,s 3871N _450108- 890 Ile tsu ros wo®s- 280 its 354156 740I1s-- -3Ta 156- 6641L9 946 us- 34118, abz tns - �Qlas OPEN{NG,WHEN ITIS LOWER THAN THE MULLION - --- 4ArcharS 1.15•MN O.0 1 51110210(ar(%6ei)CBp pig 2j 48016, 703It6 N/A NIA f1)A NIA 380¢s N/A WA H/A WA WA 682108 8851 11�IIx CAPACITY(FROM THE TABLE)OF THE SELECTED ExPltatlon nate 05/26/2021 4An[MS RY'MIn.O.C.I x-0215 Arr9k ClipsJpig 37 Teo urs 78311, taD 216 1560 Its terms s4D ws SMS NiA 760I5s 74s les BSt lee t6920s 61210, 6Gs its 1tzl em MULLION.IT WILL YIELDAMINIMUM ANCHOR By 4 Arctwe®0.45'MIM O.C.lOLIIp,IMo.t26•N60c(Flg 47 NIA WA NIA WA NIA NIA WA WA NIA NIA WA WA NIA WA 4437 Its CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dad roduet Control tArcgorr FCIIPOig 6Y 195 N5 19515; 22515, 445 1W 822V 7350, 140 Its 177 IDS 370!65 18716, 332153 47315, nQ 416 221 ms2801ts ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancnois®7.1b°Mln O.CI FLIT g 6Y 240 ms 3'A its N/A WA WA NJA 78011, NIA NIA NfA NIA NTA 34116, 442 M9 500 811I ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i ttt 111111l11 j/2- j FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ••• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3-188° `C1�.•' <.10ENSF �((�� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.58705 265' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = 1 0 FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 1 Z2 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �T•'• A (V�^ O • 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�s''•"40RIDA•,"'R� ® .045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A38.ALL 1,25'X 3.108'X 265'MULLION ��S�0"••' .0 :1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) NAL t ® #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. j17t t t`t A.LYNN MILLER,P.E. FL P.E.#58705 i n N TABLE 9A ® , MM1.1111.11M1.1111.11Capeoity Table(Ibalft ei 3� � F Opening Width(forwrNeellyspanrdng muillons)or Opening Height(for horizon3!-6panMng mulllons) 3 I 5 a 60 In 601n 70 in so in 901. loo m 120 @ 140 In 180In 1.26 1113.25 ��@f Trap?d.n9 Reelarryular '0.p7Tdong. liiHansw r Trapinlang. Raol.n8.@r Tr*Tdan9. Reelsna la, TraplTd" Realangular T2pRdenO. Ra.tengof r TmpT7lanp. Realml9.lar Traprrdana R.N.O,far Lo.dmB LoadOB Loading Loading L.Ming Loaning Loadme loadlrg Lcedng LoaGnB Ld.d1+9 LoaalnB LaBdllp Lcatllrte Loading Loading Loeding Loadhe c=�- x.100 Alam.TubeTA, fl�i, _ 43 Mullion �' � tY� g � H a aLd Ld a wM � I- _ _� Z G•-rc W _ 42 m 170.0 020 170.0 475 170.0 744 17¢0 a7B 110.0 H86 170.0 608 1780 982 170.0 519 170.0 1118 vie 521 153.3 1116 170-0 521 127,7 1118 1780 621 109.5 1118 170,0 521 95.8 1118 170.0 521 J Cr) 48m 170.0 7m 770,0 524 170.0 850 170.0 504 167.8 970 170.0 630 146.7 870 1]0.0 081 130.4 978 170.0 eTT 117.3 978 170.0 8SO 97.8 978 1700 600 133.8 978 170.0 680 73.3 978 170.0 880 J 50.825 m 170.0 747 170.0 583 170,0 898 170,0 631 150.7 027 170,0 fi84 13L8 027 188.5 708 117.2 927 159.1 899 105.5 827 158.3 690 87.9 927 1683 896 7S.q 877 7563 fi95 65.9 927 1563 886Ix Adm iTOA 707 170.0 812 164.5 809 170.0 681 132.6 889 163.0 883 115.8 BB9 141.8 680 107.0 069 134.0 BBD 92.7 089 129.8 654 77.3 869 126.8 05Z 65.2 889 1713.8 052 67.9 068 1280 052 G W o I 601n 143.2 746 153.9 634 119.4 748 192.3 020 102.3 748 117.8 808 89.5 740 107,8 589 79.6 746 101.0 592 71.6 746 96.8 687 50.7 748 88.3 SBS 51.2 748 93.3 583 44.0 746 83.3 583 Or Lim 'M LU 03m 127.7 9n 132,0 579 11,1 077 IIIIJ 680 084 677 100,4 655 17.3 677 91A 548 98.7 077 B5.2 039 61.9 677 81.0 534 SIX 677 77.0 52B 44.2 077 76.7 620 38.7 677 78.7 520 � r U O L W 66 In 107.8 617 114.1 870 80.7 BIT 97.9 519 76.9 617 09,3 6D9 87.3 617 769 500 59.8 617 72.6 494 53.8 617 68.7 469 44.6 611 64A 4B3 38.4 SO 63.7 482 318 617 63.7 482 o- _!7 m '4 7211 82.9 518 87.1 459 69.1 510 74.2 440 89,2 518 65.2 432 51.8 516 59.8 426 48.1 510 54.2 419 41.4 518 50.7 414 34.6 518 48.6 40B 211A 510 45.0 405 258 518 45.0 405 ? ? J o U S 76 in 709 466 73.1 AIDS 587 466 62.0 398 60.3 485 54.9 390 44.1 463 19A 384 38.2r291 d9.3 370 952 403 422 774 29A 485 983 387 75.2 405 38.5 384 220 des 382 303 a ? J 3 m '10 78N W2 441 88D 387 fid.7 441 67.7 379 48.5 441 See 372 40.8 441 46.4 366 3111 41.6 360 928 ddf 387 338 272 441 34.0 349 24,3 441 33.1 94a 20.4 141 327 945 N J o'z 00@ 42.1 332 -43.e 295 364 372 37.a 209 30� 332 32.] 284 28.5 332 28.8 280 23.8 26.1 276 21.2 332 24.1 2R 17.7 332 21.3 286 15.2 332 19.6 282 13.3 932 187 280 Cl ¢ r r B61rt 35.0 281 95.0 280 281 291 .70.9 258 25.0 207 29A 262 21.0 201 27.5 240 19.4 21.3 244 I7.6 291 19.5 241 14.0 291 17.1 .238 125 291 16.8 232 Z O Q N 100 m 24.8 23D 25.1 200 2e6 270 21.1 205 17.5 230 18.3 201 15.4 230 16.2 iBe a ~ Xz"O O 111 m 12.6 218 23.1 R. 189 718 1eA 1& 183 218 18.6 181 76.1 218 14.8 198 N I o v 120 m 17.9 S81 18.2 170 14.9 107 16.9 187 f'7 ® U) [!) Q5` Z In TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: p Anchor Ca acityTable Ills) 9uhsirete;P48.01bo 2.7k Conoluts 3.5k Conc. ( )X ANCHOR CAP.,a",,,,, O Hallow CMU Filled CMU PT wood Metal DP„ ( >=ANCHOR CAP.- (DR.) ' s/ts•ooa '14•ssElao SM'E@o IWSSE00 810aloel nl2stnd 012 Sled MULLIONCAP.,,,a,,,,a PRODUCT REVISED ; Anchor COP Patterns 1`^0n01Tr�' b ulllecon 114"Ek.ultrmon 3/f0'Flco llitmoon 114"Elco L11reo0n ( ) (G USE THIS FORMULA TO OBTAIN THE p�d9 Ulirmoan AggrmGalor Nlrecon A09re1391er screw(G5)screw G5 9ormw s) as coni 1 In wlfh the Florida Edge Dle.n.e 0n): 2.1/2 P &112' 3.118• 1" 2-112" 1" 2-112" 2° 3-1/8" T 0.46" 0.54" 0.324^ CAPAGTY REQUIRED"CORRESPONDING TOAN Building o a EmbeSmenl(in); IV15 13.4' NIQ z' 1-1/4^ 1-114' 1-11r 1.114" 1.114• 1-1/4" 2 1.316• 1378° wile. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 -- 2Archorm®4.75'M.In.O.C.l standardall6sel Clip(Fig:1k34q IM 4501bs -890 tba 16441bs -27016e- 2B6lbe 354IBs- 740 lna -374 Ibs> fila lbs --sae les 347@s aaT los- SeD@.- _ _OPENING,WHEN IT IS LOWER THAN THE MULLION -Expiration Data 5/26!2021- - - - 4 Moro s 1.16"MIO.O.C,161eMeN to,off..1)alp(Fig.2j 700 IN wA wA NIA wA 380lbs WA NIA NIA WA WA 602 ihs 885Ihs 1120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED4A9ohars�3"MIn.O.C.1212a9AngleGlpe/(Flg.3Y 78DIbs 600 ms 15601ba 1898@s 540@s 56016, WA 780 IN 748 lbs am It. 1892 IN 882@. B857bs 1120 IN MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3 Ancbors®0.54"Mn.O.C.I U-Gip,mto.100"Amm.(Flo•4): N/A 11A NIA WA WA WA NIA N/A NIA NIA NIA WA NIA NIA 950 @e CAPACITY WHICH MAY BE USED TO QUALIFY Miami- Product Control t Anchor/F-qip ffig•6p 195 @S 195 IN 225 ms M5 @s 8221ps 135 @s 14016. 17710., 370 @s IV IN 3321es 41311, 170 @s 221 Ibe 28016, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anohar. 1.15'Min.C.C/FGip(Fig.ep 240 @a 3501Do NIA NIA WA WA iBO lbs WA NIA N/A WA WA 341 @e 4421b. SBO @a ANCHOR CAPACITY TABLE FIGURE I: FIGURE2: -TABLE NOTES: 1•P60" F-1.250-1 ® • �Ll 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I•. ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111 I 1111 FIGURES: 3 3.250" MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3260" YMM/'A�i SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1,10EMSF ;� ANGLE P MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ® ® BEIUSED No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ *` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -'"O Y BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE FIGURE 4: FIGURE 5: FIGURE fi: 6053-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO 9E A MINIMUM GRADE 33 AND %Q"..- S ATE F� ((-.� ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125"THICK ANO A36.ALL ,100" .100" � � '• `� ��-` "\N% ,sSc OSITOSHALLE SCREW THREADS BEYOND THE MATERIAL. 125"X 3.25'X.1001.25"X3.25"X 100" #10& 2ANCHORSMETAL MAY BESTEEL,B8 OR4OS MULLION FOR MULLION FOR i"// AL IT, UNITS FACTORY•MULLEDUNS A. YNM?d1W,1P.E�.� ® FL P.E.#58705 ( TABLE 10A ® ^ 3 Mullion Capacity Tabre Qh.Rdt) Opening Wdth(Iervarticaliy-spar6ng 7n4ilors)orOpening Height(forherizordalWpenning 7ndriors) � Q 50 In EO In lobo I EO in 50 in 100 b 120 N 1401. 160 In w p 126%326 RBctanAWar TraprfrhnB. R.dmwDr TrepRreng. Reclalgutar Tn7JTdenA. Ra .nplar Treplfri.ng. Reaeihuler Trap/rriang. RactaryWar Trap/rdang. Raetvngular Trzprrdang. Rs.I.gular TraprTriang. Rectam-, TrepRrlang. � %.824 Castling Loading Lwdiry L-Eng L.adln9 L.edng Loading La.6 feeding Laading Laad1,g LaadFg Castling Loading C.vding L.admg LaeGing Castling oZr AIum.Tube .� B.-. P & .b' .a.. 5 •E 3., Mu61en U 'v 17 ^� a w�. . �o �a 9 oA i _ ��. A �•B It cid v u u u' u'e u o' o o % u o1- o o" e `.g 1-.P 0 U F: 2Bd�`z' ZO -rc W 42 in 170.9 624 170.0 436 170.D 744 170.0 479 1TOA 868 179.0 506 171.1 992 170.9 519 110A 1116 110.0 521 170.0 1240 170.0 521 170.0 1483 170.0 521 170.0 1736 170.0 621 INA 19M 170.0 521 J 48 in 170A 709 110A 524 170.0 950 170.0 584 173.0 992 170.0 ©0 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 EDO 169.7 1979 170.0 00 148.5 1979 170.0 660 K 'J 417 N 50.625 1, ITOA 747 170.0 553 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1155 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 1700 MO 1523 107T 170.0 756 133.5 187'7 170.0 755 IY 8 = $41. 170.9 797 170.0 512 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 WOO 1434 170.0 837 170.0 1594 17D.0 856 156.4 1759 170.0 E61 134.1 1769 170.0 061 117.3 1759 17DA 861 Q) m p$ 073 50 in VIA 885 170.0 701 170.0 1063 170.0 797 170.0 1260 170.0 B7a 170.0 1417 170.0 944 1611 1611 170.0 936 1454 1511 170.0 10)3 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.fi 1511 170.0 1067 F U Cl) w m 93 in 1TO D 930 170.0 745 170.0 1116 IT"De 850 17D.0 UO2 170.0 940 150.6 1370 170.0 1015 1391 1770 170.0 1076 125.3 1370 164.0 1032 104.4 1310 165.9 1072 89.5 1370 155.3 1070 78.3 1370 165.3 1070 d ZQ $m EG In 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1Me 170.0 1002 1361 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1240 139.0 989 90.8 1246 130.4 970 77.8 1246 129.0 576 68.1 1246 129.0 976 (()o A = d J` U 721n 167.8 1049 I70A BTO 139.5 1049 150.2 892 113.9 1049 132.1 B/5 706.9 1069 119.1 060 931 7679 1047 B4B 87.9 1049 102.7 070 69.9 1049 97.3 026 69.9 1049 91.2 020 52A 1049 91.1 620 W �¢ 0 76 in 142.7 841 149.1 822 118.9 041 126.8 895 101.9 941 1117 791 891 941 100.0 777 79.3 941 91.7 766 71.4 941 05.6 767 59.6 941 77.6 744 61.0 861 74.0 737 44.6 441 73.3 Yd6 K J Z 741. 132.0 096 137.G 783 110.0 894 1169 -761 01.3 E94 102A 753 82.5 894 91.9 749 73.3 B94 24.1 730 66.0 694 T8.3 721 65.0 894 70.7 707 47.1 594 67.0 701 41.3 994 66.1 696 j Q r r 801. 05.9 671 80.7 596 11.6 G71 74.9 585 61A 671 66.3 675 63.7 671 582 666 47.7 671 62.0 SSB 43.0 071 48.8 651 35.0 671 43.1 639 30.7 6T1 39.7 531 26.9 671 37.9 E2G 96 in 70.0 690 72.8 627 fi9.0 690 61A 610 50.6 fi90 53.4 609 44.3 690 67.6 502 39.7 590 47.0 494 35.4 690 39.6 480 79.6 fi90 34.7 477 25.9 691 3C6 C99 22.1 690 29.8 460 �� )(m� tp cc 100 in 49.1 466 51.0 421 41A 466 42.8 414 ]5.5 4fi6 37.1 408 31.1 465 32.9 402 27.6 466 29.7 388 24.9 !09 21.1 391 20.7 X21.5 17.0 4fi6 27.7 775 16.5 468 19.6 370 a• En N� �'�a� 1111. 45.8 441 4G.7 400 301 641 39.3 393 32.7 461 34.1 387 211.6 441 30.2 362 26.4 441 27.2 37fi 22.9 641 24.9 772 19.1 16.4 441 18.3 ]56 14.3 641 17.8 351 Wcri36.7 778 7fi9 344 30.2 376 31.0 379 26.9 378 26.8 334 227 378 23.7 323 20.1 378 21.3 325 10.1 378 195 321 15.1 ® X 1441. 21.0 262 211 242 17.5 262 17.8 239 16.0 262 15.3 9fi V N Q Q Z O O $ s0 TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA 0 Anchor Capacity Table(lbs) U ANCHOR CAP.,,,,,,,,,, Sutslrzla 27K DarCade y6k C. H01ow a4u FNeO GAU PTWo90 Mda (OP,)X( )=ANCHOR CAP„o. 511 Elm //4•SS Flea H1fi'Oco 110.66 oco al4 std at2st4el a1291eei MULLION CAP.,,,,,,,,,, PRODUCT REVISED AnchorCllp Patterns PTlcha 7Ypc 2116'Elm ul3(r1 1!4°Ec.ulOacon 3HB Dc.utracm Ira^Eko ullracon 9090 ( USE THIS FORMULA TO OBTAIN THE"ANCHOR as comp) Ing with the Florida UlbetOn a Har U23C A IS9aot snow(OS)Sum(05) Scriv(05) y 6d�a9tarr:e pn P 2-112' P 2412' 3-115' 1° 2.112' 1- 2.102' 2' 3-119' 2 0.48• 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code EW0a1na6 n 13/4^ 13'7 1x14• 14r 7 1-114• 1-774^ 1-174• 1-474' 1.114• 1-114' 7 1-318• 1316' Vanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-0No. 17-0630.01 -2An::h-04.73 Min 0.0.1 SlardSrd orOr501 DIP(Flg.1) 990 m5ISO IDS 45D 109 890N 1644lbs 270 IDS 260 Me 354106 740101 -374106 664 me 048 lbs 3411b3 4420. 660 Is OPENING,WHEN IT IS LOWER THAN THE MULLION E%plratlon Date 5/26/2021 - - - 4 Anchors®1.15•MI6 O.G 1 Staeard(Dr onset)C6p(R9.2k 450 m9 703 U. WA WA N1A RIA 880 IM NIA WA 141A WA WA 662Ibs 885 IDS 1120 its CAPACITY(FROM THE TABLE)OF THE SELECTED 0nehoa@3'Min.O.C.1(29 a6Arye CIP91(FI9.9T 780109 780@9 691IM 1560 IDS 1896IDs 640"5 5E0IIe NIA 76010. 749 IDS 8130 Me 1092N 662Ib9 885IM 1120169 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3Anclen®1.50"Min.O.C.I U-CIIp,IA10.100'AIum(Fill 4)' NIA WA NIA WA NIA NIA NIA NIA WA NIA WA WA N/A WA BSO Re CAPACITY WHICH MAY BE USED TO QUALIFY A91aml-0a Product Control 1A110tefl F-0Rp(RB 125 Ws 195 ID, 225 h9 445163 822Its 135 lb. 1-0O Oe 177105 370 He IST IDS 332MS 473104 170lbs221In zea lM ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclea®1.117 MIn O.O/r4 ip Rg.6l: 240 IDS 350 BE NTA NIA N/A NIA 10D lbs NIA WA NIA WA WA 5411,9 442 lic 6601M ANCHOR CAPACITY TABLE, FIGURE I: FTGURE2: TABLE NOTES: t210' -1.2fi0° 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION L ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. VV1111 1 2 7 7 7j 1 FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ; "C L40EN84g'•�� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250' \ Q�• ��i CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ® 0 • BE USED W PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 1 qq'' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4 .624" -10STA o j T•'((I 606&T5 AND BE A MINIMUM OF X100"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'i�� ;°(D7i1DP„•'•�C�'�` roe 045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL t�MULLION FOR 4• 1 2MULLION FORN�#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FIELD-MULLED UNITS FACTORY-MULLED UNIT A.LYNN MWE"R,IPE. FL P.E.#58705 TABLE 110 w ' Mullion CapacityTable(Ih.dR1) Opening Walth(mr9edical"powing mllfions)or Opening Height(for haraartagyspanning muGols) a 60m fi0 in 707 801, 90 in I 10DIn 170 in 1408.1 160 in ^ p 1.25x794 ReeevgWar Traldrrang- ReeMM.1er TreprrdaI'S R,0-9Wer T.prTda<1g- Renangular T.PrNan9, RanangWar 7 prrnang. Rattan9Wa, Trap'rdang. R-rgufar Treprrdang. Aac4on6War Tap?dang. Raelana'd TraprIftg .�A.. 1011600 Landing 1011644,0 LoadhLoading Loadaq Lneding Loading Loading Loading Luad8lg Loading Load g L9ading Loading Loadvmg Loading Loediq ox dj x.826 Alum-TLba MuNon oSC a @ � a o �€ �€ g o u` o chi` a $ �@ v �` u u`"Uv c e V roAli _ a t .� t.; s o e �e �� r� rP a s s s o_ i �� 3 t _ �5 � 'P ac @, $z fes. $s gig. <a' ag s`o" x@ dz' da ��. da fc, d`rc a'€ Gc9 �€' ¢�`& Ex OW421. 770.0 020 170.0 435 170.0 744 170.0 170.0 B68 170.0 506 170.0 992 170.0 519 1700 1116 170.0 521 170.0 1240 110.0 521 170-0 1488 170.0 521 17D.0 1735 170.0 521 170.0 1903 170.0 521y43 IV 170.0 TOB 170.0 524 170.0 850 170.0 170.0 992 170.0 630 170.0 1733 170-0 651 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 770.0 680 170.0 1083 170.0 6B0 170.0 2267 170.0 600 5 (n SO.fi25 m 170.0 767 170.0 563 170.0 696 170.0 631 170.0 1045 170.0 684 17110 1105 170-0 723 170.0 1345 170.0 747 170.0 1494 170.0 TSS 170.0 1793 170.0 756 170.0 '2092 1710 766 170.0 2391 170.0 766 = o F- 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1176 170.0 764 111.0 1275 170.0 803 170.0 1434 17x0 837 170.0 1594 170.0 856 170.0 1913 170.0 Jim 170.0 2231 170.0 a01 160.2 2407 170.0 861 C7 W O ry) m W 60 in 170.0 885 1700 701 170.0 1063 170.0 797 170.0 1240 170.0 B78 170.0 1417 170.0 944 170.0 1594 1760 996 110,0 1771 170A 1133 170,0 2125 170.0 7063 1443 2163 170.0 1063 129.0 2163 170.0 1063 U) " f.D 63 IV 170,0 930 170.0 745 170.0 1116 170.0 B50' 170.0 1302 170.0 910 PEA 1488 170.0 7016 176.0 1673 17110 1076 110.0 1859 170.0 1122 158,9 2060 170.0 1169 134.5 2060 170.0 1171 1tT-7 2060 770.0 1171 ¢ � W Z a 66117 110.0 9711 170.0 709 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1658 170.0 1606 170.0 1753 170.0 1165 170.0 1948 170.4 1210 143.0 1966 1711.0 1276 722fi 1966 110.0 1288 1072 1966 170.0 1I86 2 z r0 F m 2 c 72117 170.0 1061 170.0 871 170.0 1275 170.0 1009 170.0 71108 170.0 1126 17110 1700 170.0 1228 154.1 1734 17x0 1375 138.7 1736 ifi48 1306 1156 1731 1F5,9 1368 99.1 1736 150.0 1352 86.7 1736 150.2 1352 W J. U 0 16117 170.0 1122 170.0 437 170.0 1366 170.0 1080 IfiB3 7556 170.0 1209 1-07.4 1666 1652 1285 1311 7556 1515 7266 117.9 1556 N1.3 1251 883 1566 128.3 1229 861 1656 1223 1219 73.7 1656 1212 1246 ¢ J sz o �z 781n 170.0 1151 1711.0 967 170.0 7301 170.0 1116 155.9 1477 159.3 1246 130A 1677 162.D 1224 1211 1477 139.1 1208 109.1 1477 129.5 1191 90.E 1477 116.4 1169 779 1477 1ICA 1168 68.2 14Tr 1093 1154 D 90117 7720 1110 1765 986 119-4 1710 123.9 968 101.6 1710 107.9 951 BBA 1110 9113 936 769 7110 87.6 922 77.0 1170 80.7 910 591 1110 71.3 691 50.7 1110 65.6. 876 44.6 1110 627 870 Z z Q N OI 96 in 117.0 976 1203 872 BT.S 976 1015 0% H3,fi 975 883 a<7 77.1 976 78.5 B29 56.0 975 772 817 58.5 975 65,4 BOT 48.8 9M fi7A 789 81.6 475 523 776 36.6 415 49.3 767 ~ ¢ )(LrZ 6p 118 in 822 771 B8A 69fi 69.5 771 70.7 685 58.7 771 613 674 310 777 57.3 660 25.7 771 49.0 655 81.1 771 419 647 363 771 380 632 290 711 35.0 621 25.7 R7 320 612 0- rQ c 0 X90 111117 In q 76.7 730 77.3 661 67.1 T!0 65.0 660 51.1 730 563 640 47.3 730 49.8 631 411 730 65.0 fi72 37.9 730 41.1 684 31.5 730 376 6C0 27,0 730 319 589 21.7 770 19.5 58] N W c7 120 in 59.9 624 61.0 569 49.9 624 512 660 42.8 624 1143 662 97.5 624 39.2 744 33.3 624 353' fi37 30,0 62c 322 531 25.0 624 277 619 210 62/ 2d.fi 509 1B.T 626 12.5 501 Y Y ® 146 to 34.7 433 35.1 400 28.9 433 29A 395 24.0 433 250 390 21.7 633 226 385 193 637 20.9 781 17.3 473 782 3T6 C) N Q O O ie Q e� Z xU, (!} O�O TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: p a SIL'>m AnchorCapacity Table(Ibs) O F 1-4- sumain B: 27k cnreme 15k Coni. WHO.amu Fused CMu 1>r wood g003-24' (DP")X/ANCHOR CAP.,,a,,..r\_ANCHOR CAP.,,,, 5h6'ElcO 114'SS Elco 1916'Eka 1111.66 N. NtO sew x72 steUel `MULLION PRODUCT REVISED Anchor Clip Patteme Arcnar type' &t6'Elco unrson vd'Eko Utt2cOn vts•Elcd uflraur vd•63c0UureiOn G5) USE THIS FORMULA TO OBTAIN THE P 9 Ueracon Agg4r19alOr UaracOn A®n4r3aor 9clew(GS)Scru(GS) ns ccr i n with the Florida Edga gslarcl enk 1- 2-1/2' Y• 2-vr 3118° 1• 2•VP 1' 2-112' 2' 31170• 21 0.43• 1154• • CAPACITY REQUIRED'CORRESPONDING TO AN Building oEnnb>enmtln 1514" 15x4' 1574' 73'4• 2• 1-1/4• 1-114' "w MW 1-114• 1-114• 2' 1-aw lye• s ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2MCn019Q475•SOV.O.C.1$17(63(6 rxOriselcnp(Big.1}: 3'30ms 980 Rs 45016s ISO 1676 ms 270105 281 Bs 3541115 7401w 374 ms 864t. 9461t. 341 m1 .44-1 IM ; OPENING,WHEN IT IS LOWER THAN THE MULLION ExpirationDate 05126/202'14AMbm®1.15"MOL O.C.I State N(v C6=tr)CUP(Flg 2}' •490 Ws 700 ms WA WA N+A N1A 3801te NIA WA WA WA WA 682155 805 nsDs CAPACITY(FROM THETABLE)OFTHESELECTED 4Arxfars®TNIn.O.GI�35AngIeC6P5/(Rg.3) 780 ms78D ms 600 ms 75fi00. 1a961bs54D IDs 593Ire N+A 7601te 746 ms eel ms 1B924re 6B21be Bey imW MULLION.IT WILL YIELD A MINIMUM ANCHOR By4AMIJEVS®0.56"Min,O.C.I U Clp840.100'AIu1R IF&4} NIA WA NIA WA WA N- WA N/A WA NIA WA WA WA WA ts CAPACITY WHICH MAY BE USED TO QUALIFY Mlem-Da Product Con roF;BP(RgSY195 m9 105M 2211 ps 44511. B22BT) 1361DS 140113 1771bs 370Its 107 ms 3921111 473 is170ms 221 Be ; ADD rrI ONAL ANCHOR OPTIONS FROM THE 2Mchn A I.14rdit0.CJFCP(RB-6) 240 ms 350 ms NIA WA N/A NIA 190 Se WA N/A NIA WA WA 341 ms 442 a. 8 ANCHOR CAPACITY TABLE 1250' FIGURE 1: FIGURE2' TABLE NOTES: • p ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �tt LYN II7J', FIGURE 3: 3.94" ,`J,ON•..EN?V,yJ� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,: 1.10ENSF'•,C� CLIP MUST SHEETS 21-23.HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *: No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND //��. ��-• FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 5 // BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEy 4" s 6063-TS AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %'� .045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 036.ALL %s ••.. It'-s ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. 125•X 3.94•X.624' A,L7YMN P4 y3L1it P.E. • MULUON FL P.E.#58705 TABLE 12A � Mullion Capacity Table laWits Opening Width(for%mrtially-spanning muilforls)orOpening Height(for horizontally-sparvIN md1ions) 50 in so In 701n 80 In 90 in 1001n 1201n 140 In 16D in b a Rectangular T'a9/Taang. Rcd.I00 r� TJapJTrmng. ReelallNW Tra rN-9. Racmng&' Tmp7dang. RectanPI' IrWTdanB• Re tangular Tmprnlang. Rectangular TmpT7deng. RectangWar TrapDHeng. Reetangulnr 7®pfrH ng. ��m o 2%4X.25 Loaduig [n9dM Loadng - L®dng Loading Lffadrg Laadog '1-oadng Laemng Leading Loading L®dmg I-IIng -Loafing Loafing Loadng U.Ev Loadng - Alum.Tu aMullion .. �• A k^ s.. m x F ,� _ 'r a a a ,• eZ' �" €� s b.5 s bm g 5 8a 8 3o r7 c� 3 8 S9 9 9G 8 �� 5, a de c5 Sa 8 44a N s� a �� s� �� sx s� -aa sp o� <'� sg s s� $� � t1@ �@ �� r -9 o� t Is 0 f� � �� 9� �� g� �� '� ,: fo �o� `� aa a z - - - -- "-- �--421x1_-170,1--'620 170.0 435 170.0 714 170.0 478 170.0 866 1700 506 170.0 Z2 170.0 619 1711.0 Hifi 170.0 521 170.0 1240 170.0 521 ,1711,0 1488 170.0 521 770.9 1775 170.0 521 170.0 1983 170.0 521 -----W --� _ --- - 48n 170.0 708 770,0 524 170.0 850 170.0 584 170.0 892 1700 630 170.0 1173 170.0 681 170.1 1275 170.0 677 170.0 1417 170.0 680 '770.0 1700 170-0 680 170.0 1983 170.0 880 170.0 2267 170.0 680 U) U) 90525117 17[1.0 747 170.0 563 170.0 8% 170.0 631 170.0 1046 170.0 fi84 170.9 1195 170.0 723 179.0 1346 170.0' 747 170.0 1694 170.0 756 770.0 1793 170-0 756 171.0 2092 170.0 756 170.0 2381 170.0 756 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 1700 1275 170.0 803 170.0 1434 1700 837 170.0 1594 170.D 856 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 881 U1 O ~ 60 in 170.0 665 170.0 701 170,0 1063 170.0 797 170.0 1240 170,0 87B Imo 1417 170.0 9M 170.0 1594 170.0 996 170,0 1717 IRO 1033 170,0 2125 170.0 1063 170,0 2479 170.1) 1083 160.8 2680 170.0 1063 iE im m W 63 in 170.0 930 T7e0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170,0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 770.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 ,Q f" 0 Z 66 in 170.0 974 170.0 789 170.0 1189 170,0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1755 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170,0 1286 132.9 2437 170.0 1286 U m = z �c 72117 170.0 1083 770.1 678 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1701 770.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.0 2184 110.0 1529 109.2 2184 570.0 1531 w U 761n 170.0 1122 170.0 837 170.0 1346 1701 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 165.1 1960 I70.0T121.8 .6 1960 170,0 1505 727.8 19fi0 167.6 1548 106.1 1860 156,0 1335 92.9 1960 1527 1531 L7)A 8 ,0 E 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170,0 1842 d26.2 t48524.3 1861 170.0 .4 leer 163.1 1501 114.5 1687 147.3 1473 982 1861 139.6 1959 85,9 1881 137.6 1454 y Q (/)8 O 7017 J r r 9P In 170.0 1328 770.0 1169 149.1 1398 158.0 1219 127.8 1398 136.0 1598 111.0 1798 1399 111.25 1398 111.6 1147 74.5 1398 89,8 1122 63.9 1398 e27 1505 559 1799 70.8 1098 Z Z J Q 961. 147.4 1229 151.5 1098 122.9 1229 127.6 1079 1052 1229 111.2 1061 82. 1719 1229 69.6 7 1229 02A 1010 61.4 1229 722 993 52.7 1229 65.9 977 46.1 1229 62.1 967 FO, Q ..Z 1081n 103.5 971 105.8 877 86.3 971 09.0 862 74.0 971 77.2 849 64.7 971 971 61.8 8 671 56.5 816 43.1 971 49.0 796 37.0 971 44,0 702 324 971 40.8 771 °• (7 f0� 5�e� n N Nro a 111117 95,4 919 87.3 832 70.5 019 81,9 814 88.1 919 70.9 806 59. 910 919 58.7 919 51.8 774 39.7 919 44.8 756 84.1 819 40.2 742 29.6 919 37.1 732 x 120117 75.5 786 78.8 718 62.9 786 64.5 705 63.8 786 55.8 695 472 786 788 44,4 7 786 405 fifi8 315 786 34.4 653 27.0 786 37.0 641 23.8 786 28A 637 OO UI 144 In 43.7 546 442 6x4 .4 349 37.0 488 31.2 646 31.9 491 27.3 51(4 9d6 25.3 8 548 229 474 162 546 18.5 464 15.6 546 172 465 13.7 546 16.5 448 (0 N Q 0 TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA; Q z A 0 a0 Anchor Capacity Table Obs) a. �g ANCHOR CAP.,„,",,,,` O `d' SubsOate: 2.7k mrclHe 35k Calc HaOmv CMU F1IMCMU 1'TWLm MaW (OP,,)X( J=ANCHOR CAP_, U �'�' S'16'Elcn 114"SS Fkc 5n6'EI[D Ib^SS E1Co 410 Sle" #12SI.1 sit 1; MULLION CAP.,,,,.,," Anchor Clip Patterns Ancnd Type: 91t6'Elao Unrecm V4•EICOUMd[On U11-n 3'IE EICO Lnrstn 1/d'EI00 Ultz"on Ag9mCG r urtracon Agg0Aa0r Sc (G5)scree(G5) Sc PS) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED Edge UsMnce 04 1. 2-v2' 1" 2-1!2' 3.118' 1' 2-112' 1" 2-v2' 2' 34/9" r 0.49• 0.54" 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Flnbeonml gn1 1-3/4' I've ISA" 13.4" 2' 1-114- i-IM' 1-14' 1N4" 1-114' 1-lle 2' 1-&a" 13'6' vanes ACTUAL PRESSURE REQUIREMENT FOR THE Bullding Coda 2 Ari=m®4.75 Min O.a J Sludiint"rONat Clip fflg 182)' SW 109 390106 450 lbs ago l.. 16b4 WS 270 Dm 291117s 164 ms 7401M 374106 666156 9b6 I.. WI W8 442 IDS 560106 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17.0630.01 4AMIom®2.W"MW.O.aiSMnaaN(mattit 6p(R9.31-743 Its -740170- -530IDs- 1465 Oa- -1427 Ws -NIA -565b--- N/A--69511x3 - NJA --SM 1..- WA - -6621M--eas Oa _1120 rx -CAPACITY(FROM THE-TA3LE)OF THE SELECTED F.Rpiratioa Date`OS/26/2021 8AM11M@1.74'Mn.O,C.J Stan..nl(ara0er)COp p4g:41 895116 050 7681175 imus NIA, NIA 7051a N/A 7991tm WA WA WA 1D221W 7327117: 16801ta MULLION.IT WILLYIELD A MINIM UM ANCHOR 4Atcrors@9'MIn.O.C.1(T 215 AJgte pips/(Rg 51 720 Ibs Ira SEE lbs 7580 1[8 1896Ws o40IDs 560 Ws IRA 7601176 749156 8801170 last to Gag,ms 865UM21 . CAPACITY WHICH MAY BE USED TO QUALIFY By aa 6AMIEM03-Min.O.C.1 R)215Atple Clips 1099.61 1170lbs 117ou 1020206 23401t8 2844203 Rt hs 840105 WA 114011a II221b8 1320 Lbs 28381.. 10221bs 13771175ADDITIONAL ANCHOR OPTIONS FROM THE Miami- ( Product Cont3 AMWM 4J 1.34'Min.O.C.I UCIip,In10.1W Alum.(Fl071 NIA WA N/A NIA WA NIA NIA NJA WA NJA WA WA trlA iUA ANCHOR CAPACITY TABLE. 6AJOt0ls(j0.64^MIn.D,C.J.Cep,In10.125Alum.(Ffg By NIA NIA NM WA N/A NIA NIA NIAWA NIA WA WA NfA WA 2 ArKtom®268"NJn O.C7 FCup(Flg 81 370 816 970 ISs 375116 7-03165 712 Ra NIA 200106 NJA 348106 N!A 440103 W 941 209 4421DS3A/ehor9(M1.71.MIn.O.Cd F471 (Fig-107. 447Ws 5292. B791Es 07a Ira NIA N/A 3531M WA Nolte NIA WA WA 517Ns 684lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: • • • • • • ® • TABLE NOTES: 2.000" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \7 L 1 I t J / • • • • • GENERAL INSTALLATION METHODS. ��aO�Y LYN/1Vi17, FIGURB 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. LICENSE•.`�F • • • • .250° 4.000" NO.58705 •� E�] • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS GES HOLES TO BE DRILLED IN ;'O;• THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �O ST TE O 11� �` FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 117: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT "T 4- • IE (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ' CCS '•F<ORLD?•••'MUST BE USED ALUMGAUGINUM E).STRUCTURAL STEEL TO BE AT LEASTBE 6063-T5 AND BEA MINIMUM260'THICK AND A36.ALL ANCHORS INTO MEEL STUDS TO BEA INIMUM ETAL HALL DE 33AND.045"THICK(18 EXTEN AT LEAST 3 SCREW 2'X4'X.25"MULLION 7",,,S�ONAL e,Ill\ IN PAIRS, A.L/Al I MILL�{2,P.E. THREADS BEYOND THE MATERIAL#10 87x12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL RE#58705 1' ' r TABLE 13A R Mullion Capacity Table(lbsffi) ® F o R Opening Mill(farvetr6rally-spanning mullions)or Opening Height(for ho67oritaly-sparring mldllon9) SOI. 60la 70 in sota 1 9P In 1001. _ 120 in 1401n 160 in zyr Rectarqiuler Tia Recta War Tia li p�Tdang. Rectangular Treplydeng. RadellgWar TrepRdeng. ReclanOWar Tt2pr01ang. Rectangular hapffdang. RecFangular TrapRdang. PM. I., MwTi ah B^ O p7Tdmrg. ng pRlien9. Recta. lar he g. 2X6X.26 L4adn9 lnsdn9 Laadng Loafing Loads# Laedrq Loading Wading Loading Lowing Loadng Loafing Lcadng Loading Lmeing Loading Leading Loafing `'L w Alum.Tuba a r r 2` a s ox Mullion a W.. a s '� a.. o. 0-.. ., o .- W m @ o m xa o• o & z '0 a zs v v �a v vv' v � - 3�' 3 r99 6 'N �$ Pa a v u�' 3 v` ` rS vv v ria r v 3 9"gi� N LL g l5 � & `� be s@ € = �� `'e � + @ s� �@ o� `p tj`e =� I, o� aA s� 150 s� �@ gar s� t �d s �a a � �a _ eal � sadtimv 3 58 � G z� Sys o rn ~ g�. s'� �z � 42 in 170.0 820- 170.0 435 170,0 744 770.0 478 Vol 866 170.0 506 170.0 882 170.1) 510 17410 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 179.0 521 170.0 1735 170.0 521 170.0 1983 170,0 627 � - rw -� 2 48 in 170.0 700 170.0 524 170.0 860 170.0 584 170.0 eQ 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170-0 1417 170.0 880 770.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2267 170.0 680 --1 50.625 in 170.0 747 170.0 563 170.0 8913 170.0 631 170.0 1046 170.0 604 170.0 1195 770.0 773 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1783 770.0 758 170.0'2082 170.0 756 170.0 2391 1700 758 tom- a = 541n 170.0 797 170.0 612 170.0 956 170,0 691 170,0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 Bel 170.0 2231 170.0 861 170.0 2550 170.D 861 O W Oim O o N 60 in 170.0 885 170.0 701 170.0 1063 170,1) 797 170.0 1240 170,0 878 170.0 1417 170.0 944 170,0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170,0 1063 170.0 2833 ITO.0 1063 LSO (WO 63 in 170.0 030 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1550 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 Q Z 68 in 171)e 974 170,0 789 170.0 1169 170.0 9D3 17(3.0 1364 170.0 1002 170.0 1558 170.1) 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 Z Z z6 " U C 72 in 770.0 1083 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1120 170.0 1700 170.0 1728 170.9 1913 1700 1315 170.0 2125 170.0 1397 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 3100 170.0 1530 w CL W0 761. 1700 1171 170.0 937 170.0 1398 170.0 1080 170.0 7570 170.0 1208 170.0 1794 170.0 1322 170.0 2019 1]0.01141V70-0 2243 170.0 1505 170,0 2692 170.0 1619 170.0 3140 170.0 1694 170.0 3569 170.0 1705 a J a o U rcZ 3 w Q W r 701. 170.0 7151 170.0 861 170.0 1381 170.0 1716 170.6 1811 170.0 7250 170.0 1842 770.0 7389 170.0 2072 170.00.6 2302 170.0 1584 170,0 2763 770.0 1700 770.0 3223 170.0 1717 170.0 3687 170.0 1788 0 J er- e- 911h 170D 1320 170.0 Y144 170.0 4594 170.0 1328 17D.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2381 170.00.0 2556 170,1) 1918 170.0 3188 170.0 2125 1580 3413 170.0 2273 13&5 3413 170.0 236f = -Z Q 971 'Q Z N zz 961n 170.0 1417 17DO 1232 170.0 1700 170.0 1434 170.0 1987 170.0 1022 170.0 2257 170.0 1704 170.0 2550 170.0 .0 2833 170.0 2095 160.0 3199 170.0 2335 137.1 3199 168.8 2470 120,0 3199 150.1 2428 a .0 m01C8 in 1700 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 1700 2079 164.8 2781 170.0 89 2781 181.9 2337 123.8 2781 140.4 2281 105,8 2781 125.9 2234 92.7 2781 110.0 2190 r I N a11/1n 170.0 7638 170.0 1454 170.0 1986 170-0 1700 170.0 2293 170.0 1032 170.0 2021 170.0 2149 151.8 2532 182.3 .8 2632 148.4 2210 113.8 2632 128.4 21BS 97.6 2532 115.1 2128 85.4 2832 108.3 2096LU X1201. 170.0 1771 170.0 1586 170.0 2175 170.0 1858 154.4 2252 7540 1981 135.1 2252 141.4 1884 120.1 2252 1272 .1 2252 718.1 1915 901 2252 99.8 1872 77.2 2252 86.9 1636 87.8 72R inA 1808 X144 In 125.1 1564 126.6 1445 104.3 1864 106.1 1425 BSA 1584 919 1407 78.2 1564le, 13808A5 150472-3 .6 1554 65.7 1358 521 1564 56.0 1330 M.7 1581 dB.2 1305 39.1 1564 44.4 12&1 L7 d o CA Z TQ � TABLE13B ANCHOR CAPACITY ADJUSTMENT FORMULA: n- �� a �m�Q Anchor Ca ci Tabla fibs) ANCHOR CAP U � y �� fiu.lre1. 2.7k C...le 3.5k Conn. Halm CMU FBied CMu PT wood Metal (DP°)X{ )=ANCHOR CAP.,.,. 5111'Elao 1/4'SSEl 5116'Elce 1/4-SSEko 0108tee1 012Steel 012Sfee1 MULLION CAP.,,,",,,,, PRODUCT REVISED AncharTyDe: 3716'Elco Ultmaon 114'Elco Ullrocon Site-Elco Ultrscan 714"Elco Ullman Anchor COIF Patterns UlUm. Agent0atDf UOm m AggfeGalcr S,1 (G5)Screw(G57 Screw(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eomp)ying with the Florida Edge a.tanae Mt 1^ 2-v2* 1' 2-717° 3-ve^ r 2.1W 1° 2-1/2" 21 3-ve" r 0.48'• D.54" D.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code Emb.menl(in): 13/4" 1.3141 1-3/4" 1.314' 7 1-114' 1AW 1.114' 1-114° 1.1/4' 1-114' T 1JI$' tale' -edea ACTUALPRESSURE REQUIREMENT FOR THE NOA-Ho. 17-0630.01 - - - 2Ambcm@ 435'Min.O.C./Standard or07el Clip F9.-1.021: 390 Ihs 390 lbs -45016. 8W!be- 1644 be - 270 Me -28016e 35416, 7401be 3741. 6rA ba 945@, 341 me 44216 5Wlbs - - OPENING,WHEN 1T 15 LOWERTHAN THE MULLION -Expiration Date,05126/2021 4Anchas 0.4,69-MIn O.C.)Standerd(ar Oilsel)CUD ft,3): 76016, 780]be 900 lbe 1780 the 32321. 540 Ill 51A The 708 lbs 148011. 7481ha 12721. 189216, am n,. 9851. 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Andra.@1.71"MI6 O.C.l Smndard(or Offset)Clip n.4): 118011, 141)a lbs 1010 lbe 2595 lbs WA NIA 040 lb, N/A 1065 lbe t8A WA WA 1363 i. 177016. U2401w MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Anchors @ r Wn.O.C./(2)2,5 Angle Caps/Fill.5): 7801. 7801. 680 be 1560 lbe 18981. 540 I. SM lbs N/A 750Iba 7481. Ba01ts 11192 Ill f3B2!be 68516° 11201. CAPACITY WHICH MAY BE USED TO QUALIFY Miami one tluet Control BAncha.@ 3'Min,O.C.I(2)W Angle Gape/pg.6): 1580Ibs 15501. *60[be 31201. 37921. 10M lbe 7120[be NIA 162016. 1496[be 1760 P. 3784[be 1383 its V70 Ins 2240[be ADDITIONAL ANCHOR OPTIONS FROM THE 12Anehon 4319 Min.O.C./(2)215 Anita aps l ft.7): 16001. 2100 Ih 1440@1 37801. WA N/A 1320 lbe WA 1500lbs NIA WA WA 2D45!be 26541. 33601. ANCHOR CAPACITY TABLE 4 A.has®1.34.'Min.O.C.I U-CBp,Imp-125'Ahun.F.G.B): WA WA WA NIA WA NIA WA WA NIA NIA -WA WA WA NIA 1430 I. 8 Anchor.@ 0.64'Ift.D.C.l ULIIp.Into.M2 Alum.eit.ft WA NIA WA N7A NIA NIA WA WA NIA NIA WA WA WA WA 2867 I. F^2000"--i 2 Amhom @ 4.68'Min.O.CJ FLBp(Fig.10� 390 lba 390 N 450 Its eg01. 1616 lbs 27016. - 280 Me 854 It,. 74011, 3741. 630 Its 04616, '311 11, 4421. 860169 4Anoh-@ 1.71'PAI1.O.CJ F-CLD(FI9.IU 5901ba 700 lbs 505 the 12981te WA NIA 47)1. N/A 53316, WA WA WA 6821. 6851. 11201. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 70: FIGURE 11: 1I SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. `vv�v QNY LYN/y///IJi� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �/ i • • • 6.000° r'• 1.10ENgF'•,��i' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q. •'. • ° • • • • • 21-23. No.5870.5 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON ' FIGURE 5: FIGURE 6: FIGURE 7; SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE. _'9 f • • • • • • • ° CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED J y�-- (FlGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ,�'-, S ATE F 1v� • • •. • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF-125' (�` '••FZ 0R10P.••'.\�. MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO SSS' -• NG�� • • • • • • • • USED IN BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Ir / NL4( 7 v PAIRS. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.6 S.S.OR 410 S.S. 2'X 6'X.25' A,LH MULLION FL P.E.#58705 all TABLE 14A o�r Mullion Capacity Table Obsel c O enin Width(for vertco M-s armlr9 miAlons)orOpening Height(for horizcntaIYsPanrdrg vidlons) 1 501n so In 701n Sol. 901n 1001n 120 in 1401. 160 in V Rectangular heWTdarg. Reelalguar Tmp7&19. Recta pl r T2plTdafg. Rectangular Traprr9ang Recbfgular T2pRda1®. Rectafguler Tmp/Tdang. Rectargules 7raprrrtatg. Rananpuar 7tarJrdarg. Rectergular 7mpf11iafg. + 1.26"x2.11" Loading Wading Loa01n9 Luadicg Loafing, i-crog Loading Wading Lfadl'g Load Lwdlog L.Ing LaWN9 Wadlng Wading Laa ling Loading Lmdng x.126"Alum a a a a x a a �• A d a a r x a a x a Tube MDII `� 9gR 5X y� 3� � Z -- - s ¢`a� g� d`• Eat s'� s� ��. d` s� d#� ad d`� E� da'` xa ddd ate• & �� d �. d`� - - W- --- 421. 144.2 52fi 167,0 428 120.2 148,9 419 1030 528 138.9 4t4 90.1 526 134.6 411 801 526 134.7 417 721 528 1341 411 60.1 528 134.1 417 51.5 526 134.7 411 45.1 5% 134.5 417 - 2 i vuJ7 J (n 481n 9S6 403 108.0 333 60.5 403 94.7 �32569.11 403 8&4 320 604 403 61.4 317 53.7 403 79.1 315 483 403 78,6 314 402 4W 78.8 314 34.5 403 78.6 314 30.2 403 786 31450.625 in 82.3 382 91.0 301 68.6 352 79.3 58.8 362 71.9 289 51.5 362 67.2 286 A5.7 M11 4 41.2 362 (136 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 36Z 635541n 67,6 318 74.1 267 56.5 318 84,2 46.5 318 57.7 256 424 318 635 253 3-77 0 339 $18 49.6 249 283 318 49.1 248 '24.2 316 49.1 248 21.2 318 48,1 246 O LU co } 60 in 49.6 258 63.1 219 47.2 258 45.7 214 35.3 258 40.7 210 30,9 268 37.2 207 27.3 4 247 256 33.4 203 20.6 258 32.2 201 17.7 256 322 201 15.5 266 322 201 a F t� Cl) w I J 63 N 427 234 45.6 MD 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 6 21.4 234 26.0 164 17.8 234 26.6 183 15.3 234 25.5 183 13,4 234 2&5 183 ¢ W Z I •f 68 In, 371 213 39.4 783 31:0 273 33.7 779 26.5 213 29.8 176 232 273 27.9 773 20.8 0 160 213 237 769 1S5 213 22.2 '167 13.3 213 220 t5fi 11.6 213 220 768 = EU72 in 289 170 30.1 155 23.9 179 218 152 204 ITS 22.5 149 17.3 178 203 147 15.9 5 w J " $ 76 in 24.3 161 25.4 140 20,3 187 21,6 137 17.4 1fi1 tB.O 135 752 161 17.0 133 K o m mO J U oZ 781n 225 152 23.5 133 1&H 152 19.9 13t 1&1 152 17.5 126 Q ti I TABLE 14B Z ANCHOR CAPACITY ADJUSTMENT FORMULA: ? Q Z 184 ' Anchor Capacity Tbhb(Iba o F X 6 m J ANCHOR CAP.,.,.,"„ i Stb3lrle 27k Cmcte[e 3.5k Ca'c. HoBom CMU FlIk0 a3u PT Wo00 t4da IDP,o)X( )=ANCHOR CAP.ma a T 5/i6°Eko tl4"SS Elco 5/16'EICO 114•SS Elco 7110 Steel n12 Strel #125Fn-I MULLION CAP.,,,,,,,,,, rvi Amnon Type: 31W Ek o Ultrdcm Ihr Elco U0rutm 3116EtoUll- 147"Ella Utlmcm o LU C11 Anchor Clip Pattems tntam Aggm6ala mtrdcm A991eUor S-(w)screw(a5) sl-(05) USE THIS FORMULA TO OBTAIN THE•'ANOHOR Y `L Eoge gelame Ink I- a14r 1• zalr 3-v6• r ave' 7° avr 2' 3-116" 2' 0.x6" 0.54' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN ® Cn in Embedment Gfp 13f4" 73s4 13'4 1�4° r t-vY 1-114' 1-174- 1-V4'• 1-174' t-714' 2 t-are• t3.8• canes ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4 AMMM 3-Uln.O.C.1 QJ 2cSArgle CEPS 7(Flg.tf 760lbs 780 ms win t5®lbs 1886 ins 570 55DIb7 WA 7W ms 748I� BBOld4 7fi92IM W2W 885 IbE 1430 t6s OPENING,WHEN IT IS LOWER THAN THE MULLION L7 Q r z O Q CAPACITY(FROM THE TABLE}OF THE SELECTED S �.O mp MULLION.IT WILL YIELD A MINIMUM ANCHOR ✓� I - CAPACITY WHICH MAY BE USED TO QUALIFY U N o ¢ f ADDITIONAL ANCHOR OPTIONS FROM THE I ANCHOR CAPACITY TABLE. PRODUCT REVISED } Buas GOT 1 Ing with the Florida I ' Ilding Code NOA-No. 17-0630.01 - Expiration Date 05/26/2021- By I TABLE NOTE& - Miami-O. product Control 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 265, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r` j FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. { 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. - ANGLE CLIP MUST BE USED IN PAIRS. 125' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . \ 1 t 1 l 1Ly 17717 + CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED r ��.��N.•..•NF'Nyj 77 ', YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-75 AND BEA MINIMUM OF.1251 1 '�' 4(CENS •�C� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11°X.125•MULLION • LEAST.125 THICK ANDA36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *: N0,58705 j THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ATE F/ •!V �NG�� I A.Ll/N��I�IER,P.E. FL P.E.#58705 -------- --- ------- - --- -- i . lr TABLE15A Mullion Capacity Table(lbs!@') Opening Width Vorvwficaly-sparrdrq mUlJori or Opening Height(for horiziantaiVspanrung mUllons) o� a 50 In 601n 701n s0 inTV! 90 in 100 N 1201. 1401. 160 In Re0rm1g1iar TralViiartg. Reelanglnar Tr4priden9. f7eclangufer TrapTrianO. Fleclangular Tmpringular 7rapRaary7. 7�etangular iralJTaarrg. Rectangular TreplTdanO, Recflngder T prTamie. Rectan9War 71ep7rdang. ~ 3°25'30 LOadine In9ding. Loading Loading L 61eg Lased J LOad"+n9 Looing L-dell Loading Loafing Leading 1-1.9 Loading L.&I; L42dng iaedng c= U DEG.AL c a s BAYMULL o@ A� m g€ 8� '� B 6 a� g� g �a N6� F_ "58 615. S r� € � b8 6� 6 `- 6 0. S 3� 6 0� O U rn� Fa i �rc z� d�rc E �@ 2LU421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 S6 170.0 992 170.0 1115 x70.0 621 170.0 1240 170.0 521 170.0 1466 170.0 621 170.0 1735 170.0 521 149.1 1740 170.0 521 W J 46 in 170.0 700 170.9 524 170.0 850 170.0 SU 170.0 992 170.0 630 170.0 1133 170.0 661 1713.0 1275 170.D 677 170.0 1417 170,0 680 152.2 1522 170.0 680 130.5 1522 170.0 SW 1142 1522 170.0 680 50.6267. 170.0 7S7 470.0 583 170.0 890 170.0 631 170.0 1046 nD.D 604 170.0 1195 17&0 723 170.0 1345 170.0 747 1642 1413 170.0 756 1369 1443 170.0 750 117.3 1443 ITO,D 758 7026 1443 170.0 75S � W C)o I--. 541n 170.0 797 170.0 612 170.0 956 170,0 691 170.0 1776 170.0 754 170.0 1278 170.0 e03 160A 1353 170.0 837 144.3 1353 170.0 656 1203 1353 17&0 661 103.1 7163 170,0 861 80.2 1353 170.0 881 -K m co W 601n 170.0 885 170.0 701 1711,0 1063 170.0 797 167.0 1218 170.0 078 146.1 1218 170.0 844 129.9 1218 159.8 936 116.9 1218 752.1 924 97.4 1218 146.1 913 63.5 12f8 146.1 913 73.1 1218 And 913 a F- a3 in 17D.0 930 170.0 745 179.0 1116 170.0 850 150.7. ti50 168.8 933, WA 1150 163.0 914 116.8 1150 141.9 898 105.1 1150 134.2 665 879 1150 126-7 871 75.1 1160 1262 870 65.7 1150 1282 8700 IL W Z 66 in 170.0 074 170.0 789 152.4 1046 165.8 881 130.6 ISO 148.6 604 114.3 1048 133.1 650 101.6 1048 123.4 039 91.4 1018 11&S 830 76.2 1048 109A 421 65.3 1068 106.2 810 57.Y 1040 108.2 818 Z z m = O CD a �U J72 in 140.0 880 147.8 767 117.4 800 726.0 748 700.6 880 110,8 734 88.0 BBO 100.0 772 78.2 880K712 70.4 8� 88.2 703 56.7 886 792 893 50,3 800. 76.5 688 44-0 880 76A fi68 0: o U LZ 751rt 119.7 780 125.1 69D 99.8 790 106,4 676 85.6 790 93.3 663 74.8 790 83.9 652 66.5 7903 59.9 790 71.7 635 49.9 790 65.1 624 428 790 62.1 619 37.4 790 61.5 617 j < r r e 761. 110.8 750 115.5 657 82.3 760 98.1 641 70.7 750 65.9 632 69.2 750 77.1 621 61.5 7502 55.4 750 65,7 605 482 760 59.4 599 39.fi 750 56.2 580 34.8 780 05.5 588 Z Z ¢ Q it ;41,7 563 74.4 500 60.1 569 62.8 491 51.5 563 54.8 483 45.1 563 459 475 40.1 5638 36.1 563 40.9 462 30.0 563 352 452 25.8 563 33.3 445 228 563 31.8 4420 W�Z 495 61.1 443 49.6 495 61.5 435 424 495 44.8 427 37.1 4S5 39.9 421 338 4055 28.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 _ N Wg -4tam'39f 42.6 353 34,8 391 35.8 348 28.8 391 31.1 342 26-t 391 27.6 337 23.2 3913 20.9 391 220 328 17.4 391 18.7 321 14.9 391 17.B 315 0 370 39.2 335 32.9 370 33.0 330 27.5 370 28.8 325 29.0 370 7.5.3 320 21.4 3706 10.2 370 20.8 512 16.0 370 10.1 305 ® W � �317 30.9 289 25.1 317 26.0 2e4 21.7 317 22.5 250 19,0 317 19,9 276 15.9 3173 U m Q O O 220 17.8 203 a Z Q m TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA: O -'5 �m� Anchor Capacity Table Obs) ANCHOR CAP.,,°,,,,,,, O y n'';- Substr4te: 2.7k COMre16 3.5k Cono, Hd1awCMU Filled CMU PT WOoa Molal (DP,,,)X( )=ANCHOR CAP.,e° PRODUCT REVISED 5/76'EIc4 kft.�Gbr o 5116`FJco 714°S6 Eloo 'J10 Steel #1261ee1 #12810.1 MULLION .P.=)= AP.,,,,,,., AncMr�ype: 3n6'Elco UPracOn t!4'E[oo UUmwn Ullracon 3116'Elw Ultracort 114'Eko Nlrser uitrs0on AggmGamr SOrew(G5)Screw(G9 screw(G5) USE THISFORMULA TO OBTAIN THE"ANCHOR Bu ldingcompCing with the Florida Anchor Cllp Pattema 1 Building Code Eage rnstenw(Ink T 2-712' P 2.1/7 3-118" 1' 2-12' 1' 2-13-tre- 7 0.40° 0.54" 0.924" CAPACRY REQUIRED"CORRESPONOINGTO AN NOA-Na 17-0630.01 Em6amenl(Ink 1a/4' 7a/4- 13/4" ta/a' z' 1-1/4' 1.1/4" IA 4' 1-Ut-7/4" 2" 1-M. tare' 1e1za ACTUAL PRESSURE REQUIREMENT FOR THE 2An<Mrs@SMI..O.C./R)2x5 Arple COps((Fl0.17. 9501bs 396 Ns 490fbs 893Ibs 1700 bs 2701bs260106 3541ba 740720 line 946 lh 34181644216s- - 560 b. OPENING,WHEN-IT-IS LOWER THAN TH£MULIJON - ExpiratlonDate-D5126I20214 Ancors a 3.SMBn.O.C./(27 215 Angle Clips 7(Mg.2): 760 ke 7BD Iba 76010 1670101 2526 m9 910[es 5801bs NIA - 7120 880 les 1892106 682 ma Bas lbs 11200. CAPACITY{FROM THE TABLE)OF THE SELECTmB Andnre Q2.71'Min.O.C.1(2)2i5 Angle Gip6/(Rg.3k t7201bs 1120 lb. 9501b. 2246lbe 22941es NIA 840 Rs NIA 1059132D1bs WA 10221be 4327 ms t6801bc MULLION.IT WILL YIELD A MINIMUM ANCHOR Iflianli-0,arde Product Control CAPACITY WHICH MAY BE USED TO QUALIFY __. ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1) SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 t l I l 1 111 //r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. .125" aON......,IV e e e a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. s30° y10ENSF'• FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - e a e YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125° ..• �y..J- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY O�•. STATE mp ' (441 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND e e THE MATERIAL.#10 8 912 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR 410 S.S. MULLION - �ts'•.F[OR.... ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �""l NAt A.L'7t"I4ILER,P.E. FL P.E.#58705 TABLE 16A ® H Mullion Capacity Table bse) e � Y Opening Width(fcrvettioaUy-sparglirg mUliors)or Opening Haight(for hori2wda%spanrerg mullions) v2 50 in soul 701n BON 90 In 100 in 120 in 140 in 16DIn ^ p Redviy lar TrvTdang. mcw1sidffi TmpRdang. P-Ainigular Treprniano. Redangutar TrmplTdang. Rsetml9u!er TraplTdalg. Reaengder Ti�Jfden9. Rectangular TraplTdang,[1'-4- ngular TraplTdang. Rectangular TraplTdang. 326"46 Lvadrg Leading Leafing Lording L.&m Leafing Lcadng L ndmg Laading Loading Loafing Leafing Lvadrg Laedrgfing Lcadng Lwdn9 laed:g Rin O EG.AL a r r r r a A k r :x x z.• x r r r x r a �• a BAYMULL q m a -.. a mo q "n< a� ` hg 0 ` 5 � F _ 6 S ge `B e c € ae Sae € 5 A go� ate �� « �& s� �rc �� ¢ �� as �� f K f ¢`a°a �� d� �c zdo �� Qe M - d`& > Z LU 42 h1 170.4 627 170.0 435 170,0 744 170.0 478 170.0 868 470.0 506 170.0 992 170.a 519 1700 111E 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1735 170.0 521 180.3 1871 1760 521 In O �48N 170.0 708 170.0 624 170.4 8.50 770.0 564 170.0 092 170,0 Bag170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 E80 1637 170.0 680 122.8 1637 17D.0 63D SO.b25N 170.0 747 170.0 SB3 5711,11 898 170.0 831 1709 1048 170.0 884 170.0 1195 170.0 723 170.0 13x5 170.0 717 170.0 1494 170.0 756 147.1 1562 170.0 750 1552 110.0 758 110.4 1552 179.0 758 W$4N 170.0 797 170,0 612. 170.0 858 170.0 691 17D.0 11111 170.0 754 170.0 1275 170.0 603 170,0 1434 170.0 637 1552 1455 1700 856 128.3 1455 470.0 081 1455 170.0 861 97.11 1455 170.0 861 D: m Z) LU 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 7309 170.11 996 175.7 1309 153.5 994 104.6 1308 157.1 E82 1309 157.1 982 78.8 1309 167.1 982 1- U Z631n 170.0 030 170.0 745 170.0 1116 170.0 850 1829 1247 170.0 940 1425 1247 164.5 983 126.7 1247 1526 005 114.0 1247 144.3 952 95.0 1247 138.2 930 1247 135.7 935 71.3 1247 135.7 935 2 LU 68N 170.0 074 170.0 789 170.0 1169 170.0 903 1413,4 1190 163.1 1165 1%.9 1190 147.9 045 115.4 1190 136.5 928 103,9 1190 128.4 914 880 1190 119.5 896 1160 118.1 883 64.9 live 1101 em vi Z oZ sU e 72 in 161.5 1010 169.8 877 134.7 1010 144.6 858 115.4 1010 1272 942 101.0 1010 114.7 828 r37. 1010 105.6 817 84.8 Iola 08.9 SW 67.3 1610 908 795 57.7 1810. 87.8 700 50.5 1010 87.7 789 -7 1 9 3� J D O �Z 76 In 137.4 606 143.6 792 114.5 906 1220 T75 B8.1 DW 107.1 761 85.9 906 88,2 749 908 88.2 738 86.7 B06 823 729 573 9136 74.7 716 49.1 We 71.2 710 429 906 70.q 708 y ¢ � r- Jr 9 781n 127.1 881 1325 754 1059 861 112.5 738 90.6 861 98.8 725 79.4 861 98.5 713 B61 81.0 703 63,8 661 75A 694 53.0 861 68.1 681 45.4 861 64.5 675 39.7 861 617 672 Z H Q Qm c6 113 In 827 646 85.4 574 63.0 646 72.1 564 59.1 Ima 629 656 61.7 648 58.1 545 646 509 537 41.4 846 47.0 530 34.5 646 415 519 29.5 646 38.2 511 25.9 646 36.5 507 F, m Z N r (7 F- ILI 9 00 CO 88 in 682 508 70.1 506 56.6 5% 59.1 499 48.7 588 SiA 491 426 568 45.8 483 568 41.4 476 34.1 568 36.1 470 28.4 568 33.4 459 24.3 We 30.5 452 21.3 558 28.7 447 o• m -° 108N 47.9 469 48,0 405 39.9 449 412 399 343 449 35.7 593 29.9 440 31.7 351 449 2B.6 382 23.0 448 28.1 377 20.0 449 22.7 36a 17.1 449 20.4 361 15.0 449 18.8 356 r R uLJ 0 °y Y 111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 328 373 27.6 425 29.1 367 24.5 425 �Z 362 22.1 425 24,0 358 1e.q 425 20.7 350 15.8 425 18.8 343 ® d' W 1201n 34.9 384 35.5 331 29,1' 364 29.8 326 2d.D 364 218 321 21.8 384 228 317 19.4 364 27.5 313 17.5 3144 10.7 309 [) Q O O 144 N 20.2 753 211.4 233 16.8 253 17.1 230 K a- Z m r!) a �._ E�a TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca aci Table(lbs) ANCHOR CAP.,,,",,,,,, Substrata: 27k Ccmrda 3.5k Cm. HOIIav CMU F84d CMU PTWo9d Mehl (DP o)X( )=AN CHOR AP_ 5116"Elco 114"55 Eko s'te"Emo lW8s Eko rttOstevl 6125% 91231__1 MULLIONCAP. PRODUCT REVISED Anchor Cgp Pdttems Anchor Type: 3/16'Elco Ultracvn 714"Elco Ullravan 3116'Ekv UltraCan 1!4'Eko UfhacM as complying with the Florida ultracon ApgmGalor Ulbacon AppreGatar 6uew(G5)screw(0.5) scrow(05) USE THIS FORMULA OBTAIN THE"ANCHOR gullding Code Etlpe alstenee(Ink f 2-1/T 1' 2.712 3-08" 1' 2.12" 1• 2.1/2' 2' 7-718' 2' 0.98' 0.54° 0.324' APACITY REQUIRED°CORRESPONDING TO AN NOA-No. 17.0630.01 Emaetlmam(N7 tal4• 1614• 7-3x4• tela• z t-114' t-114" 1.114• 1.114• 1-174' 1-114• T lana" t-:ua- wiles ACTUAL PRESSURE REQUIREMENT FOR THE i - 2Ansl FMIMin.0.0.1(2)245 Ang!e Cops/(Fi0.1J-390 Ox 390 Ess -4501bs 990 ms 7_75aft z7o ms --zea los 354 as Tao mv- 374 iha- -72AD ma seems 341 tbs --442lba -$601be OPENING,WHEN IT IS LOWER THAN THE MULLION _ Expiration Pate.05/26/2021 4 Anchor 0 35•W.O.C.1(2)215 Angte CBP.I(P1g.21 780 Its 7800w 79016s 16701bs 2525 tfs 540 Ihs 56016s NIA 1t2171te 748 lbs BBO lbs 1992Ibs 6820, ae6lbs 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED a Anchors®271•Min O.C.1(2)2115 Angta Cops l(F9.3k 11201bs 11201bs &SB ms 2246 ms 2254 t. wA 6401hs wA -10591bs NIA 1320 ms NIA 102216s 1327 1hs 11670 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By s CAPACITY WHICH MAY BE USED TO QUALIFY M3amrPa rodoct Control _.. ADDITIONAL ANCHOR OPTIONS FROM ANCHOR CAPACITY TABLE. l FIGURE 1: TABLE NOTES: EE 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. � FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. j i 3)MULLION AND.MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. ,�t1`NY LYHOLES TO BE DRILLED IN THE FIELD FOLLOWING S/ 41 • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLEI LOCATIONS. ENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45". `��'la�' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250" _*: No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" __-1 '•��!�TATE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL 70 BEAT 45•BAY LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULUON • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-5 S.S.OR 410 S.S. ORIO '.�� ` ANGLE CLIP(FIGURES.1-3)MUST BE USED IN PAIRS. _ �77iS�O(�f//��L�-ENG` A.L7YNM1MII4LEA P.E. FL P.E.#58705 i r M 1-1.000°-+ F-i.zsa'-1 g��oii -- 1.000" r- 1.000" { 1.000° r -{ 1.00o 1zs o 125° "IIS 2.750 .126' 3.125" '125" 3.188• LL .125 I [12375" 26" z.75a" 2000" 2.000" .125' N 2.116 265' y= r .125° z w�a W .125' --- L .375' .6 0 " - ---- - - . LU--- T '� T .900" T - uNi J U _ 1"X 2'X.125'MULLION 11X2"X.375"MULLION V X 2.75'X.375'MULLION 1'X2.75"X.650'MULLION 1'X 3AW X.5'MULLION- 1.25"X 3.188"X265"MULLION 1.26'X2.11'X.125'MULUON _¢ Z co 6063-TB ALUM. 6083T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6ALUM. 8063-TBALUM. N :5 ''6 F XSE_CTION X-SECTION XSECTION - X•SECTION X-SECTION X-SECTION XSECTION l�0 W � U) 0 TABLE Az W m 2 STANDARD CLIP 1 2X5ANGLECUP ? aU 8063-T6 ALUM. 8063-76 ALUM. Dimension Value(in) For Mullion: w ❑Fs0 2.000" I. 2.125" - XSECTION 2,000^ XSECTION A 1 e25 J 2 d zZ ! I 6063-T6 AU-CLIPUA1. B 2.654 1'X2'X.125" ¢ : r- :125" X-SECTION I -125" Aluminum Z z~ V QUo> a1 L C 0.895 Tube Mullion I- Q z Z .125"� D 0.740 a Q-� .�0 30 re - A 1:125 1n .. - 740° V X2"X.375" N W O B 2'404 Aluminum ® c 5.500" CUT HE RE TO .375" - C 0.635 ~ 3.125' �{A 5.000' Tube Mullion U ¢ 0 0 _CREATE F-CLIP,SEE MIN. •375"MIN, i-+- D 0.490 9 Q,.� 0 O MIN. I DETAILF.SHEET4 Y D_ Z y,to In _ .338"MIN. A 1.875 y r-------� r-------� r--------------------- p.X2.75'"X o 1 1 1 1 A U-CLIP A L_-------1 B 3,000 375 Alumin O R .3 '3 c� L- ___--J L------- 6063-TB ALUM. ----------------- 2X5 ANGLE CLIP C 0.757 Tube Mullion PRODUCT REVISED TOPVIEW 6063-T6 ALUM, D 1.116 TOPVIEW 13 complying with the Florida L_ Building Code � STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1'X2.75"X NOA-No. 17-0630.01 6063-TS ALUM. DASHED BOUNDARY."..SHEETS S18 FORTHE B 3.000 ,650" CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ZTCENTERANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Expiration Date05'�12612021WITHINTHE DASHED 80UNDARY.SEE LIE - - - - - - -HOLE DIAMETER:ANCHOR DIAMETER+1/16°. "'C 0.478- Alumihum-SHEETS 5.17 FOR THE ANCHOR O.C. ITHIN THE DASHED , - DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D p Bag Tube Mullion gy Miami- Product Contra DIAMETER:ANCHOR DIAMETER+1/18'. SHEETS SI7FOR THE TABLEB A 2.000 - .. pNCHORO.C. 1"X3.125"X DISTANCE MAXIMUM PGT Part 0 B 2637 .500^Alum ANCHORHOLE Mull Dimension(sheetif) C 0.863 5.500" .376" DIAMETER:ANCHOR Mullion Std.Clip OHsetClip U-Cllp Angie Clip Tube Mull .375' MIN. DIAMETER+1116", D 1.137 MIN. 1"X2"X.125°(5) 66605 666113M 6661118M 666243M 666511M A 2.625 ----------------------- _________- 1"X2"X.375"(6) 666006 666114M 6561119M 666244M 666512M B 3262 1.26'X3.188° j i V X 2.76'X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0.662 um lube Mull B 1"X2.75'X.650"(8) 66606 6W116M 8MI121M 666246M 666514M D 1.762 1.26"X2,11"X ` NY LYN1 i------- D i l"X3.125"X.500"(9) 66637M 6661116M 6661114MRWA 666515M A 1.813 �� a0 ...... •••.�4f ! I .121°Alum '�`.•''`10ENSF••,C� 1.25"X3.186"X.265"(12) 66641M 6661117M fi661113M666516M Tube MullNo.587051.26"X 2.11"X.125"(18) 69370 WA NIA666517M _� '• C OFFSET CLIP NOTES: - -125' 6063-T6 ALUM. I 70PVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ��T•'•, S TE (V .740'-1--4--I 'i Cis F70RIDP.,-'• 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �7�S� """ C1G 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A�LNAOft21�.E. FL P. 8705 --1 1.000" f- --j 1.000" r•-- 1.062'--I 740" .063" .385' CLQ .062° 062" I � a I 4.ODO" .125°STANDARD CIDP 4.OD0" 4.000" 2,000" 2.125" ANGLE CLIP 2.625'" 6083-T6 ALUM. 2.000"U•CLIP 63-Te ALUM. .125° X-SECTION 8063-T6 ALUM. A GLE 1 125^ NX-SECTION.125" ["15 vN s0 .031"I - - .125,.] Z N W-- 1 125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J U .375" •155" 375• DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE W ANCHOR 0.C.DISTANCE.MAXIMUM ANCHOR Lr 1'X4"X.125"� 1"X4"X.375' 1'X 4'X.375" 5600" HOLE DIAIrfETER:ANCHOR DIAMETER+1/76'. Ld 08 MULLION MULLION 'T"-MULUON ¢I 6093-T6ALUM. 6063-T6ALUM. 606376 ALUM. CUTHERETO 5.000° 375° Z ting X-SECTION XSECTICN X-SECTION .375° T 3'12`'" -j_CREATE F-CLIP,SEE '375" - MIN, to z MIN. 1 DETAIL F,SHEET my oN 1.250' = m 'FACTORY 1.594° .375" Z W$ 1.594° M- r-----__, I r-------'I CENTER OF r_________ ----------i 375.. - g a rU veRsion I I I I ANCHOR HOLE I 1 MIN. p 5 �O 1 I I I MUST UE WITHIN t I I I THE DASHED I �^ i I I 1 BOUNDARY.SEE i I I I F SHEETS 10.17 1 I Z U G rT m 2.875° I --- 1 t I --- I ¢ FOR THE F i--------j Ct Q Z.Z `m m - .100" - I I I I 1 F ANCHOR O.C. i Ip Q` A.mo 3,250° 3.94° 1 I I I DISTANCE I z v o' .100° 1 I I I MAXIMUM I U 3.250" I I I I ANCHOR HOLE I I LU O Y I I I I I I J -cn U) I I - I DIAMETER: I I .100° ANCHOR c_____________________j U U Q .100" .624" DIAMETER+1116". Q 8 O O 2X5 A14GLE 824° rC STANDARD CLIP U-CLIP - 60&3-T6 ALUMP .820" --1 .820" - �_ 6053.76 ALUM. 6083-TO ALUM. TCPAEW B �' 1.250" 1.250° CENTER OF ANCHOR HOLE MUST LIE -'-{ .020" F-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW PRODUCT REVISED 1.25°X 3.25'X.100' 116"X 3.26'X.624' 125°X 3.94°X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.. as coin I In with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE p 600SECTI N 800SECTI N MULLION _ men on Value(In)For Mullion: Dimension Value(inJ Far Mullion: NOA-n0 o e fi00.SE ALUM, DIAMETER:ANCHOR DIAMETER+1A61, F 3.687 ;Mull X F 1.938 115"X 3.25" NOA-No. 17-0630.01 X-SECTION XSECTION X•SECTION - --- - -- - --- - - - - -- - -- -- - -- - G- - -1.000 .-,125" G 0.500 - X.624' - - -Expiration Date 05/26/2021 _ - 3.469" - 5.500"� H 2.600 Aluminum H 1.438 - Aluminum o I / 125" I 3.000 Tube Mullion I 3.250 Tube Mullion w BY 2.661' �I('/ .375" ,375" F 3.167 1"X4"X F 2.625 1.25'X3.94" w Mlam1 atla induct Control 1.377' •125° LB77° I MIN. G 0.757 .375" G 1.125 X.624" rn r=-- ---� r--------, H 2.430 Aluminum H 1.500 Aluminum I I 1 I 1 3.000 Tube&"T' 1 3.250 Tube Mullion 1 F 2.250 1.25°X3.26" F 2.613 30°Ba Mull 125" . I I I I I I G 0.750 X.100" F 2.875 45°Ba Mull .125° 45° 2.250" i i I i i I H 1,500 Aluminum 30_ 1 I 11 I I I 3.250 lube Mufffog (5 I I I H I Z i I I I Ii 1 3.250"45"BAY MULLION I 3,250" 1 1 1 _ 1 TABLED ro 1111 I I i 111171 30*BAY MULLION 6063-TB ALUM. L-------J I �_ ------ Mull Dimension POT Part# m �� 0 N O� 6083-TB ALUM. I X•SECTION (sheet#) Mullion Std.Clip OgsOt Cllp U-Clip Angle Clip N � • X-SECTION I ? F C G OFFSET CLIP 1"X4°X.126"(10) 69361 666111M 6061122M 606241M EW518M Z ••� T I •125' 6063-T6 ALUM. 1"X4"X.375"(I 1) 68610 686112M M61123M 686242M Gr6519M 'lk; No,58705 *i .228"',�-,981°--4 .226" _ TOPVIEW 740" S°X 4°X.375°"P(11) fi6B63 688112M 6661123M 66B242M 668619M �Ar NOTES: - 1,25'X3,25°X.10D'(13) 20160OD312 6861127M 6661124M 6662410M 66SM15M r ��•`" 6 ! 2 1.25"X3,25'X.024"(14) 20181120316 5561128M 8681125M 6662411M 8665116M •' ST TE O •• - ` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ® �T'•, <(!� 1.25"X3.94°X.624°(15) 20162 6661117M 6681128M 668241M 866517M I- •'•'cLORl01`,••' 2)SEE SHEETS 10,11,13-15.19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68649 WA WA WA 668511oM g '�!r`S/ONAL 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 45 Degree(20) 68650 WA WA WA 666511fM O A.LYNN Mll' P.E. O FL P.E.#513705 TABLE E Mull Dimension PGT Party (sheet#) Mullion Std.Clip U-Clip Angle CIIP I-•125° --j r-.125° �,•1 8� 81 2°XV X.25"(16) 66602 666261M 668271M 6665112M 02 2°X6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CUP. � I u-CLIP � 2X6/WGLECUP 2.000" 6063-76ALUM. z XSECTION 2.125 6X-SE ALUM. 8063-T6ALUM, o NOTES: XSECTION 2.ODp• XSECTION LL I I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING ,125 125" I -125• x, 4 U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L L O (A yN E W - 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE T Z W - HOLE LOCATIONS. Z - 1.490• �-'-1.490"--•� .N O -- ----- 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500- In CUTHERETO -3.500" CREATE CREATE F-CLIP, 5.000• 375 LU U z ° O 2.000° .375' 'e I_SEE DETAIL F. 375'. - MIN. F O LU MIN. I SHEEi4 MW. .375° ED r-------- ---------------I -- - u Z Z - ------- I I f- -------------1. z. z W� m �5 8 EU Z m 2 6 1° 4.000 'a pn 25D" 3 2"X 4'X.25 _I_ .438' + 3.438" I z F U Q 1____-_-_I Z MULLION 3.438" 6063-T6 ALUM. z Z 00 XSECTION I I j � <-0 ,go o 375" B I I 1 I to Z MIN. o W O _ _ ® U 2 L- STANDARD CLIP /CENTER U-CUP,6063-TB ALUM. 2X5 ANGLE CLIP = U = 4 'CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM OR 2"X 4°MUWON.SHEET I6 CENTER OF ANCHOR HOLE MUST L� 8063-Tfi ALUM. y Q Z O O .250" WITHIN THE DASHED BOUNDARY-SEE" TOPVIEW WITHINTHE DASHED BOUNDARY.SEE TOPVIEW00 s:p SHEETS 16-17 FORTHE ANCHOR O.C. TOPVIEW SHEETS I6-17 FOR THEANCHOR O.C. O a-' Q'm>>p_' DISTANCE MAXIMUM ANCHOR HOLE ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETERANCHOR DIAMETER+1/16", E CASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER r 1118°. SHEETS 16-17 FOR THE ANCHOR O.C., PRODUCT REVISED 5.500' DISTANCE.MAXIMUM ANCHOR HOLE as complying with the Florida CUTHERETO DIAMETER ANCHOR DIAMETER+1/16°. Building Code 6.000" �---2000°---I .375" 3.500° CREATE F•CLIP, 376, - NDA-Nn. 77-0630.07 .. _ SEE ETA F, ` MM. - - r--SHEETq MIN. - - - -- _ _ '375' _-Expiration Dat 5/26!2021 MIN. -- .375' By --. r---------------------1 I I I i I I Miam- a Product Control I I f I I I I I I I I I 1 I I I I I I .250., 6.000' Ce -j-- -r-- --j 4.888° .� r 5.438' +--------I I I 5.438' 5.438" I 1 1 1 1 1 111 4 i LYNry,�'�,� 2'X6°X25' .� I I I �••' 1-IGEN MULLION 3F `� 1 I tT 6083-T6ALUM. I 1 I I No.58705 •� X-SECTION I I I 4*' .376' /• 1}_- I /R �. i _ `-------- -- -- - L_ MIN. -) (/I_______� O •, ST .250" STANDARD CLIP'L U-CLIP 2X6 ANGLE CUP i�s ''F�ORIDP,.•'G�C�� 6053-TE ALUM. 6063-Te ALUM. 6063•T6ALUM. A.L TOP VIEW USED FOR 2•X 6-MULLION SHEET 17 TOPVIFW TOPvIEw A.LW1112` R,P.E. FL P.E-#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114°.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0(-60.0 PSF. NOANCHDRS W HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32•+32+1"=65'.REFEkENCING SHEET 25,THE COLUMN USING a y g Y --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114°AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE 4' c 0 -SEE SFE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15-/-58.3 PSF AND WOULD ger^ FENESTRATION DETAILS. F: PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION, a= U APPROVAL,, 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650°MULLION(LENGTH=72',OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE - 72' OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, LQ MUWON 04 -- LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 U ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. ZN S rr 1 j_ _.. ._ DETAILS, 0 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWDESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 2.3 LOWER TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, Ul o j NO ANCHORS IN WI�NDOW�SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: m t''32. � cn w (60 PSF)X( 636 LBS =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Z I- OPENING--- ` 72.7 PSF Q z m x I U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAM65 AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-W.THE OPENING REQUIRES A O DESIGN PRESSURE OF+50.01,55.0 PSF. J D 0 xz r FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105'AND THE OPENING WIDTH IS 36'+36"+1'=73.REFERENCING SHEET 25, Z z I THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL F' 10 to to¢ g OO MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.Ot-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Lu vi a EXAMPLE 2:MULTIPLE MULLIONS V J I TRrLt NnDTH SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION(LENGTH=106 OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-15.1 PSF Of � D Y y -�(-- SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q Q FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250-MULLION(LENGTH=108",OPENING WIDTH=801 HAS A DESIGN PRESSURE OF+154.7 PSF WHICH D(CEEDS THE REQUIREMENTS Q.W Z 0 0 FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 4.D m O S'.00 I 3T SEE SEE g OY m(Y FENESTRATIW OEraLs, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74•,NOT 73"AS PREVIOUSLY , i-��-� 1 PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL 2.4 THE 73'DIMENSION(35-12"+35-12'+2'=73"). PRODUCT REVISED as camBplyln8 with tho Florida I 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED uildinHOA-No, a 17-0630.01 VER7ICALI } , CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. i MUWaN` - - USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH LS GREATER,AND Ex uatlon-Date 05/2612021 - LENGTH --SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. O P 8, DETAILS, DETAILE. W OPENING SIIEETS2.4 SHEET3 FOR THE HORIZONTAL MULLIONS: > BY HEIGHT w MPamt de Produc Contro .. FOR _ BECAUSE THE VERTICAL MULL WILL BEA 2"X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HO Q. MULLION TYPE COULD BE CHOSEN. ` TRILLION 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32°+72"+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAYBE USED.FROM TABLE 12A,SHEET 16,THE 2"X4'X.250'MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE D: SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Li SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2 23 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ui 11 I I 1 I I ANCHOR CAPACITY OF 521 LBS. D: NY LYN i �UL LENGTH~MULiIIIO.RI? 4).FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LSS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR IF- CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LITS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS #12 STEEL SCREW. F• NO.58705' .9 C _ •: FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; -D _ +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; fJ•.;' -off'' Q'` ! +/-170.DPSFFROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® ::o TE THE LOWEST DESIGN PRESSURE IS 464.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. - _ i��s••,�(ORIOp.•-'�� 1 i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION �'''S�ONAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A-LYNOPI/N ILL�R,P.E. (� ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, U FL P.E.#58705 l L i �1 ' EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAVTRIANGULAR LOADING: PW PW m O LID 1 ILL / c"ISH1DH SH/DH SHJDH 1 C ZO n LU LOU/ - 0 W o r LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / a m W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS /HINGED I z DOOR m Z SGO - - z Z 4 eU 1 LOADING OF VERTICAL MULLION w o sp cn PW LU LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION j Q -1 a^ PW i z Z Q N rn 1 t aZ PW PW a W- Eo 0 zz ` PW Z 0 3 j PW 0 LLI of � to N SH/DH SH/DH SH/DH SH/DH I C�•! Q J ¢ O O } O. �m0 4 j SH/OH 00i €l � g Q/ PRODUCT REVISED as com pigin with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / / Building Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j r-� / NOlding '17.0630.01 -_ -- - -- - -- -- - - I _ PW PVJ �/ HR Expiration Date 05/26/2021 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY I MULLION Nil. D o Product Control I -" [PWj HINGED 1 DOOR PW FW I NOTES: I I 7)DRAWINGS ARE RERESENTATIONS OF TYPICAL j PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM / OO THOSESHOWN. 1 n j 2)IF THE LOADING TWE CANNOT LYNN,y� t(vi i BE DETERMINED,USE `�� 0••• "' �� PW RECTANGULAR LOADING.,'' �,ICENSF•'•�C��; PW PW 3)SEE PRODUCTS'APPROVAL FOR * No.58705 •� . I I ACTUAL ANCHOR LOCATIONS. W-.: LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION i -d'. PANEL OF HINGED ODOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �vLO •. T ((� LOADING OF VERTICAL LOADING OF HORIZONTAL A�.�LYNryl�j IIS ,P.E. MULLION MULLION FL P.E.#58705